Tender For Beautification Of Kali Mata Mandir/Shani Dev Mandir In Mohalla Shivaji Nagar - Construction Of Drain Along With Boundary Wall(Outside)As Per Detiled Analysis 2 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Appr, babarpur-Uttar Pradesh

Tender For Beautification Of Kali Mata Mandir/Shani Dev Mandir In Mohalla Shivaji Nagar - CONSTRUCTION OF DRAIN ALONG WITH BOUNDARY WALL(OUTSIDE)as per detiled analysis 2 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 3 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 4 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 5 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 6 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.Half thick wrick work 7 Earth work in embankment inordinary Soil including lift 1.50m lead 30mwith cartage of earth from 6km to siteincluding loading unloading etc all completemechanically . 253+231(a) 8 Providing and laying base concrete 1:4:8 Cement C/sand and 40mm gauge stone ballastincluding supply of all material labour T&P etc all completeS.I. 281 9 15mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. 10 Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and technical specification Clause 1504 11 Cementconcrete 1:2:4 cement c/sand And stone grit etc all complete 279a 12 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 13 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 paidseparately). 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. 14 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 neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :Using rough Kota stone 15 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. 16 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 17 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.Half thick wrick work 18 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate) 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 19 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 20 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 21 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats 22 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer 23 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 24 Highmast light 12.5 mtr long pipe 8 no. 200 w LED light, 2 kw. Solar power plant with 24 volt solar invertor and 2 no 200 Ah solar battery and 1 HP submercible pump with boring, plateform, tank etc. complete with all accesseries as per detailed analysis 25 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 26 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand 27 Provding and fixing of high mast light ofInput Voltage(V) 90~295V AC Mast Height upto30m with no of lights with 6 in nos. with high quality grade with approval fo the engineer in charge. 28 Provding and fixing of normal pole LED lights of60 watts with Ip65 with high quality grade with approval fo the engineer in charge. 29 Provding and fixing of normal solar pole LED lights of60 watts with Ip65 with high quality grade with approval fo the engineer in charge. 30 Cost for bench (M.R.) (as per direction engineer incharge) 31 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 32 Fountain (as per direction engineer incharge) 33 Plantation of trees and their maintenance for one year plantingof trees by the boundary side (avenue trees) in 0.60 m dia holes. 1m deep dug in the ground mixing the soil with decayed farm yard , backfilling the trench , watering fixing the trees gaurds for one year (market rates) Delonix Vegia Trees. 34 Plantation of trees and their maintenance for one year plantingof trees by the boundary side (avenue trees) in 0.60 m dia holes. 1m deep dug in the ground mixing the soil with decayed farm yard , backfilling the trench , watering fixing the trees gaurds for one year (market rates) Ficusbengaleners Trees. 35 Rain water harvesting 75 mtr deep and 300 mm dia pipe recharge through recharge pit size 5x5x2.24 mtr as per analysis 36 100 MM PVC casing pipe of ISI mark 37 P/F 50 mm GI pipe (B) class DSR-18.12.6 38 Nylon mesh for filter 39 plastric dori 40 Solvent Cement 41 110 mm end cap 42 110 mm subercible cap 43 50mm MS Clamp 44 50mm GL elbow 45 50mmx110mm GI nipple 46 2 HP 9 stages submercibel pump of ISI mark with automatic panel 47 2.5 sqm submecible cable 48 Drilling charges for 6 dia tubewell 49 Pea Gravel 50 2 MS socket 51 Cartage of material upto site 52 SUPPLY OF WATER COOLER FOR PUBLIC

INR 9470 /-

INR 160485.0 /-

INR 80.24 Lakhs /-

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