Tender For Beutification Of Yoga Kendra At Salori Prachin Shiv Mandir - 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 th 2 Dismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 metres lead. As per DSR Code No. 15.56 3 Demolishing brick work 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 As per DSR Code No. 15.7.4 4 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead .of area 3 sq. metres and below.As per DSR Code 15.12.1 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. As per DSR Code No 2.27 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size d 7 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm n 8 Centering and shuttering including stutting, propping etc. and removal of form forFoundations, footings, bases of columns etc. for mass concrete. As per DSR Code No- 5.9.1 9 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 five level, excluding cost of 10 Centering and shuttering including stutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts. As per DSR Code No- 5.9.6 11 Centering and shuttering including stutting, propping etc. and removal of form for Lentels, beams, plinth beams, girders, bressumers and cantilevers, As per DSR Code No- 5.9.5 12 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). As per DSR Code No- 6.1.2 13 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per 14 Brick work with common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ). As per Code No 6.4.2 15 12 mm thick cement plaster of mix 1:6 ( 1 cement : 6 fine sand ) As per Code No 13.1.2 16 E/w in filling or in embankment in foundation or plinth in ordinary soil including lift up to 1.5m and lead up to 30m and including filling watering ramming of excavated earth as per SINO 253 17 Stone work (machine cut edges) for wall lining etc (veneer work ) upto 10mtr height backing filled with a grout of avg 12 mm thick cement mortar 1:3 i/c pointing in white cement with an admixture of pigment matching the stone shadeas per DSR 8.14.1.5 Re 18 Providing and fixing stone jali 40mm thick throughoutin cement mortar 1:3 i/c pointing in white cement mortar with an admixute of pigment as per DSR 7.33.1 red sand stone (14931.55*.735=10974.00) 19 Stone work plain in coping, cornices,string course and plinth coarse upto 75mm thick in cement mortar 1:6 (1 cement:6 coarse sand ) i/c pointing with white cement mortar 1:2 (1 white cement:2 stone dust) with an admixture of pigment matching the stone sha 20 providing and fixing copper pins 7.50cm long and 6mm thick i/c all complete as per DSR 8.16 ( 43.90*.735=32) 21 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing i/c all complete as per DSR 8.15( 714*.735=525 ) 22 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) As per Code No-13.46.1 Two Coats 23 Providing and fixing stainless steel (Grade 304) door and window frame made of hollow tubes, channels, plates etc. i/c welding, griding, buffing, polishing and making curvature (wherever required) and fiffing the same with necessary stainless steel nuts a 24 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shadeas per DSR Code 13.62 25 Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supplyof all materials, labour and T&P etc. required for proper completion of the work. As per pwd sor SI.N0.273 26 Costruction of un-reinforce and Expansion joint construction joint only PCC pavement thickness as per design over a pre[paired subbase with 43 grade cement or any other type as clause 1501.2.2 M-30 grade coarse sand and fine aggregate confirming to IS 383 27 Supplyand fixing of steel weld mesh (murga jali)as per dsr materials 1223 (150.00*.735=110) 28 Cement concrete flooring 1:2:4 (1cement:2coarse sand: 4graded stone aggregate ) finished with a floating coat of neat cement i/c cement slurry but excluding the cost of nosing of steps etc complete 40 mm thick with 20 mm niminal size stone aggregate as pe 29 Providing 10mm thick plaster plaster of paris (gypsum anhydrous ) ceiling up to a height of 5m above floor level , over first class kail wood strips 25x6 mm with 10mm gap in b/w and reinforced with rabbit wire mesh fixed to wooden frame as DSR 12.31.1andD 30 LED street light fixture powder coated pressure diae i/c all complete as per DSR 1.14.8 30watt (1671*.767=1282) 31 Providing and wiring of light point with 1.5 sq mm coper conductor in PVC conduit ,concealed in partly slab and partly wall .138(C) 32 Same as item No 1 but for Plugpoint . 134 (C) 33 Supply and fixing of Power pluge . 1139 (A) 34 Supply & wiring of submain as per SI No.216 c2.5 sqmm 35 Supply & wiring of submain as per SI No.216 c4.0 sqmm 36 Supply of fixing of Switch box of 16 SWG dully painted with Red Oxied primer and flushed with wall i/c as per SI 164 having size 250x300x65) 37 Suppply and fixing of sign board I/Call. 38 As per Order of Joint Secretary G.O.No.G-1877 Dated-21-02-2025 and Dierector cum-Chief Engineer U.P.RED, LucknowLetter No.801 Dated 03-03-2025 Deduction 5 % for Competative Price Efficiency
