Tender For Beautification Of Kali Mata Mandir In Mohalla Rajiv Nagar - 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar 2 Providing and fixing of main doors of stainless steel with SS columns in between fixes with hinges of SS as per approved by the engineer in charge 3 Providing and fixing of Solar lights and poles as per the reqiurement and intruction given by enggenier in chrge 4 Rain water harvesting 5 First class brick work in 1:3 cement and COARSE sand ofmortar in super structureincluding supply of all materials, labour and T&P etc. required for proper completion of work. 9 thick wrick work 6 Cost for bench (M.R.) 7 Childrens friendly play equipments 8 CONSTRUCTION OF DRAIN ALONG WITH BOUNDARY WALL(OUTSIDE) 9 Fountain 10 100 MM PVC casing pipe of ISI mark 11 P/F 50 mm GI pipe (B) class DSR-18.12.6 12 Nylon mesh for filter 13 plastric dori 14 Solvent Cement 15 110 mm end cap 16 110 mm subercible cap 17 50mm MS Clamp 18 50mm GL elbow 19 50mmx110mm GI nipple 20 2 HP 9 stages submercibel pump of ISI mark with automatic panel 21 2.5 sqm submecible cable 22 Drilling charges for 6 dia tubewell 23 Pea Gravel 24 2 MS socket 25 Cartage of material upto site 26 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. 2.6.1 All kinds of soil 27 (a) Sand filling in plinth and under floor including supply ofnecessary quantity of sand from a distance not exceeding 8 Kms. fromthe site of work and including watering, dressing etc. labour and T&P etc. required forproper complition of the work.saplings of girth upto 30 cms. measured at a height of 1 M. above ground leveland removal of rubbish upto a distance of 50 M. out side the periphery of areacleared. including cost of sand.. As per SI No 255+SI No 9 28 Concrete with 2 cm gauge stone ballast and coarse sand of and cement in proportion and cement in proportion of 6:3:1 in foundation and under floors, including suply of all material, labour & T&P etc. required for proper completion of the work. As per SI No 279 29 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. 30 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 neatcement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :Using rough Kota stone 31 Providing andinjectingchemical emulsionfor preconstructional antitermite treatment andcreatinga chemical barrier underand alroundthe column pits wall trenchesbasement excavation top surface if plinth filling junctionofwall and floor, alongthe the externalperimeter ofbinding expansionjoints, surrounding ofpipes andconduits etc, complete (plinth area of the building at groundflooronly shall be measured as per I.S.6313 ( Part II 1981 ) Alderine emulsifiable concentrate or any otherapproved materialsuch as Heptrachlor or chordancewill be used. Therateofapplication ofchemical emulsion shallbe asfollows :(1 Treatment for masonary & foundation 5 liters pe r/ 100 Sqm. (2) Back fill inimmediate contact with foundation 7.5 liters / 100 Sqm. (3) Treatment of topsurfaceof plinth filling 5 liters / 100 Sqm. (4)Treatmentjunction of wallandthe floor 7.5 liters / 100 Sqm. (5)Treatmentofsoilalong external perimeter of building 7.5liters / 10 Sqm. (6) Treatment of soil under apronalong external perimter 5 liters / 100 Sqm. 32 Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, portland/pozzolona/ordinary portland/ portland slag cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght including pumping of concrete to site of laying, curing, carriage for all leads but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of engineer-in-charge Concrete of M30 grade with minimum cement 350kg/cum (only footing) 33 Same as above item but for M25 grade concrete with minimum cement of 330kg/cum (upto plinth) 34 Same as above item but for M30 grade concretewith minimum cement of 350kg/cum (for coloums) 35 Thermo machanically treated bars of grade Fe-500D or more steel rainforcement for RCC work including straigthtening, cutting, bending, placing in position and binding all complete up to plinth level. (make tata/jindal/sail or approved by Enc.) 36 Centering and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of cloums etc for mass concrete 37 Lintels, beams, plinth beams, girders, bressumers and centilvers 38 Colums, pillers, piers, abutments, posts and struts 39 First class brick work in 1:6 cement and COARSE sand ofmortar in foundation plinth including supply of all materials, labour and T&P etc. required for proper completion of work. 9 brick work 40 First class brick work in 1:4 cement and COARSE sand ofmortar in super structureincluding supply of all materials, labour and T&P etc. required for proper completion of work. 9 thick wrick work 41 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, but excluding the cost of nosing of steps etc. complete.mm thick with 20 mm nominal size stone aggregate 42 12 mm cement plaster (1 Cement:3Coarse Sand) in single coat on fair side of single or half brick wall for interrior plastering includign arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in girth and finished even and smooth.As per SI 10 43 15 mm cement plaster (1 Cement:3Coarse Sand) in single coat on fair side of single or half brick wall for interrior plastering includign arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in girth and finished even and smooth.As per SI 10 44 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smoothcomplete 45 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). As per SI 13.47.1
