superintendent Zoo jaipur in following works

BSR 14.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. No L B H 1 3.25 5.7 0.15

BSR 4.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge No L B 1 3.25 5.7

BSR 4.10.2 Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. No L B H 1 3.85 6.3 6.3

BSR 4.10.2 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. No L B 1 3.85 6.3

BSR 4.13.3 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. Thermo-mechanically Treated bars (Conforming of relevent IS code)

BSR 4.14 Labour charges for cutting, bending for fabrication and binding reinforcement (plain or tor/ribbed/TMT steel) as per drawing and design for R.C.C. and R.B. work including cost of binding wire with all lead and lift up to floor five level complete.

BSR 6.2 Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :

BSR Item 8.11 Providing & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade :Sal wood Grade - I No L B H. 30 2.4 0.22 0.1

BSR Item 14.9.2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar. No L B H 1 4.3 3.5 0.45

Non BSR Waterproof chequered plywood of size 8x4 for the bridge 16mm thickness including dismantling previous installed damaged plywood and iron structure of the bridge to be reinstalled with necessary bolts and other fittings with all the necessary fittings etc with painting the iron structure after applying redoxide and then enamel paint on the whole bridge structure as insturcted by Engineer in charge No L B 1 24 2.4

BSR Item 12.2.1 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :25 mm thick. No L H I 2 3.25 0.9 II 2 5.7 0.9

BSR 1.62 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to code IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in 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 (including the cost of cement mortar bed 1:4). No. L B 2.00 2.80 3.50

BSR 1.64 Extra for using size above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finished tiles in place of 300mm x 300mm size. No. L B 1 2.80 3.50

BSR7.22.2 P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 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 pigment etc complete.Size 300mm x 450mm No. L B I 4.00 2.80 2.50 II 2.00 3.50 2.40

BSR 9.17 Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint No. L B 2 2.10 0.90

BSR 1.36.3 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall :Size 550 mm x 400 mm

BSR 1.20.3 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall:PVC with PVC bend and superior internal fittings as per IS : 7231 .

BSR 1.44.1 P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. Size 600 x 450mm x 4 mm thick

BSR 2.8.3 P & F Stop Cock (IS :8931 Mark), superior quality & of approved make:1350gm. 25 mm nominal bore.

BSR 2.26.3 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 litres capacity.

BSR 3.16.3 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.110 mm dia

BSR 3.17 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:

BSR 3.17.1 Coupler (Socket) 110 mm dia

BSR 3.17.4 Door Tee 110 mm dia

BSR 3.17.9 Bend 87.8 110 mm dia

BSR 3.45.26 Nahni Trap Without Jali 4"110mm dia

BSR 3.22.1 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.:Size 300 Cm. dia outside & 300 Cm. depth .

BSR 2.38 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) 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. (Concealed work including cutting chases and making good the walls etc.,)

BSR 2.38 .2 20 mm nomial size

BSR 2.38 .2 25 mm nomial size

BSR Item 9.38.4 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Expended metal size 20-25 mm size 18SWG No. L B 1 15.5 4.1

BSR 2.7.3 C.P. Brass bib cock 15 mm nomial bore.

BSR Item 6.2.4 Cement Mortar 1:4 ( 1-Cement : 4-Sand). No L B H 1 4.3 3.5 0.45

BSR 2.6.4 P & F Pilllar Cocks (IS :8931 : 1993 Mark) of superior quality and approved make:C.P. Pillar cock, Swan-neck with casted spout, 15mm nominal bore.

BSR 2.11.3 P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete :(-do-) wt.Not less than 600 gm, 25mm.

BSR 2.15 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :

BSR 2.15.2 (-do-) 20mm nominal bore.

BSR 2.15.3 (-do-) 25mm nominal bore.

BSR 2.12.2 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. with 37 cm long pipe and nut

BSR 1.68.1 W.C. orissa pan with 100 mm vitreous china P or S trap (Size 580x440 mm.)

BSR 1.69.1 Providing & Fixing premium qulaity WVC Urinal with PVC waste pipe, dome couplings, concealed iron brackets or screws etc. complete.Flat Back (small) size 440x265x315 mm.

BSR 1.1.2 P. & F Squatting Pan (Indian type) white glazed vitreous china 1st quality W.C. Pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest.) Size 510 mm

BSR 1.29.1 P & F C.P. brass Urinal Spreader for stall urinal of approved make.

Electrick BSR 17.1.1 Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminium housing with in built driver , System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin)

Electric BSR 4.1.2 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 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, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 2 x 1.5 sq.mm

BSR 12.22.1 Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats)

BSR 12.43.1 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 New Work

BSR Item 1.8 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 sqm 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 No. L B H 1 8.1 19.8 0.6

BSR Item 9.38.4 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, cl

ips etc. complete (excluding frame work) of size.Expended metal size 20-25 mm size 18SWGNo. L B 8.1 19.8

BSR Item 3.1.7 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). No. L B H I 1 14.35 7.55 0.06 II 1 12.35 0.5 0.06

BSR Item 3.1.7 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). No. L B H 1 8.1 19.8 0.06 `

BSR Items 14.2.1 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. No L B H 1 7.5 3 0.15

BSR Item 11.26 Random rubble dry stone Kharanja under floor. No L B H I 1 7.5 3 0.1 II 1 23.0 1.5 0.25

BSR Item 5.2.2 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 : 6 (1 cement : 6 coarse sand) No L B H I 2 7.5 0.25 0.45 II 4 2.5 0.3 0.3 III 1 5.5 2.25 0.25 IV 1 0.7 0.6 0.37

BSR Item 11.3.1 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. 40mm thick with 20mm thick nominal size aggregate. L B Ramp 7.5 3 Chare ki hod 7.25 1.5 23.00 1.5 pani ki hod 7.5 3.5 Ramp under roof 3.5 2.5

BSR Item 13.12 Repair to stone masonary in cement sand mortar 1:6 with old and new stone. L B 20 0.6

BSR Item 12.2.1 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :25 mm thick. No L B 2 5.5 2.25 2 15 0.6 1 15 0.3

BSR Item 13.1 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead With cement mortar 1 :4 ( 1 cement : 4 coarse sand)

BSR Item 14.25 Dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. No L B 1 24 12

BSR Item 11.40 Add extra over rates of item No. 11.38, A to C if colored paver blocks are used

BSR Item 5.2.1 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) No L B H I 2 3.25 0.3 0.9 II 2 5.7 0.3 0.9

BSR Item 1.8 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 sqm 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 No. L B H 1 14.35 7.55 0.45

BSR Item 11.38.1 Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 No L B 1 14.35 1.1 1 3.3 1.8

BSR Item 3.1.7 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). No. L B H I 1 14.35 7.55 0.06 II 1 12.35 0.5 0.06

BSR Item 14.2.1 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction

of Engineer-in-charge. 1: 3: 6 or richer mix. No. L B H 1 8 3.5 0.15

BSR Item 11.26 Random rubble dry stone Kharanja under floor. No. L B H 1 8 3.5 0.1

BSR Item 3.1.2 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. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). No. L B H 1 8 3.5 0.1

BSR Item 5.2.2 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 : 6 (1 cement : 6 coarse sand) No. L B H Pillars for Support 4 2.5 0.3 0.3 I 1 5.5 2.25 0.25 II 1 0.7 0.6 0.37

BSR Item 1.8 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 sqm 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 No. L B H 1 8 8.1 0.5

BSR Item 3.1.7 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). No. L B H I 1 14.35 7.55 0.06 II 1 12.35 0.5 0.06

BSR Item 9.38.4 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, 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 L B 8 8.1

BSR Item 3.1.2 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. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). No. L B H 1 8 8.1 0.06

BSR Item 1.8 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 sqm 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 No. L B H 1 8 8.9 0.6

BSR Item 3.1.7 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). No. L B H I 1 14.35 7.55 0.06 II 1 12.35 0.5 0.06

BSR Item 9.38.4 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Expended metal size 20-25 mm size 18SWG L B 8 8.9

BSR Item 3.1.7 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). No. L B H 1 8 8.9 0.1