Tender For Beautification And Development Work Of Kaserubaksar Pond, Meerut Under Amrit 2.0 Scheme, CONSTRUCTION OF KUND, BEAUTIFICATION AND DEVELOPMENT WORK OF BAKSUR POND, MEERUT, 1 Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. 2 Providing, laying, spreading and compacting graded aggregate to Granular Sub-Base with close graded specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site, laying in uniform on well prepared surface and compacting in vibratory roller to achive the desired density. complete as perclose 401 (495 Tonne) 3 Supply of 100mm thick Precast cement concerete I-Shape Interlocking paver blocks ISI markconfirming to IS: 15658-2006 with top layer of minimum 5 mm thicknesshaving plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 50Mpaand weight 5 kg perincluding cost of material, with a blanket layer of 4.00cm. thick fine sand. includinglabour, T & Petc required for proper completion of the work as directed by Engineer-in-charge. 4 BENCHES P/F Flower Victorian benches area- 1.6xm 0.6 m height 720 mm , approx main frame cost iron seat rectangular pipe capacity 3 seater , Length 5 ft AE 1101 5 DUSTBIN Providing DUSTBIN FOR DRY AND WET WASTE 6 SOLAR LIGHTSu-Kam LED Solar Light 15 Watt 35 W Pannel. 7 Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, withminimum depth of 20 cm including preparing the bedding surface etc. all complete. 8 DRAIN, MAINHOLEExacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. 9 Cement Concrete with 4 cm gauge approved stone grit, coarse sand &cement in the proportion of 8:4:1 including supply of allmaterials, labour, Tools & plants etc.required for prcper completion of the work. 10 R.C.C. work with cement approved coarse sand and 2 cm. (3/4) guage approved stone ballast in the proportion 1:1.5:3, (1cement :1.5coarse sand:3 aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall not beless than M-20 11 RCC FOR SLAB 12 M.S. (Tor steel or plain ) in Plain work such as R.C.C. R.B. Work including bending for proper shape and including supply of steel as. S.I. No. 504) 13 M.S or iron work of small sizes and section such as holding down bolts ,hold fast ,tie roads grating etc wrought torequired from including supply of steel bolts,nuts , wastage etc and their fixing required for proper completion of the work in MSgrills / stair case railing / gates / trusher / racks etc. 14 HOLDING TANKExacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. 15 Concrete with 4 cm gauge approved stone ballast, coarsesand & cement, in the proportion of 6:3:1inclucing supply of all materials, labour, tools & plants etc. required proper completion of the works. 16 R.C.C. work with cement approved coarse sand and 2 cm. (3/4) guage approved stone ballast in the proportion 1:1.5:3, (1cement :1.5coarse sand:3 aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall not beless than M-20 17 TOP SLAB 18 M.S. (Tor steel or plain ) in Plain work such as R.C.C. R.B. Work including bending for proper shape and including supply of steel as. S.I. No. 504) 19 M.S or iron work of small sizes and section such as holding down bolts ,hold fast ,tie roads grating etc wrought torequired from including supply of steel bolts,nuts , wastage etc and their fixing required for proper completion of the work in MSgrills / stair case railing / gates / trusher / racks etc. 20 Laying of Hume pipe in position including Iabour and T&p etc. required for proper complelion of the work 21 CONSTRUCTION OF KUNDExacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. 22 (b) Laying and Consolidation of Brick ba last/ bats in soting. by hand rammer for Patches.(Labour rate only) including iilling of pot holes including cartage of water within 200t4 distance and blinding eic. Complete. 23 Cement Concrete with 4 cm gauge approved stone grit, coarse sand &cement in the proportion of 8:4:1 including supply of allmaterials, labour, Tools & plants etc.required for prcper completion of the work. 24 (B) M-150 Brick Work in 1:4 (One cement & four Corse sand) mortar. in super structure including supply of all materials labour, Tools & plants etc. required for proper completion of the work 25 Supply and fixing of Kota stone ln flooring 20 mm thick and joint filled wiih 1:2 cement and coarse sand with.approved colouring mateials to be given an even shade with 12 mmbase coat (bedding) of 1:2 cement & coarce sand morter and polished by hand or machine and finally frnished with french manson polish or other apprcved polish including supply of all rnaterials, labour, Tools & plants elc. requiredfor proper completion of the work. 26 R.C.C. work with cement approved coarse sand and 2 cm. (3/4) guage approved stone ballast in the proportion 1:1.5:3, (1cement :1.5coarse sand:3 aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall not beless than M-20 27 TOP SLAB 28 M.S. (Tor steel or plain ) in Plain work such as R.C.C. R.B. Work including bending for proper shape and including supply of steel as. S.I. No. 504) 29 M.S or iron work of small sizes and section such as holding down bolts ,hold fast ,tie roads grating etc wrought torequired from including supply of steel bolts,nuts , wastage etc and their fixing required for proper completion of the work in MSgrills / stair case railing / gates / trusher / racks etc. 30 LAYING WATER LINESupply and laying 120 mm HDPF pipe… 31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 32 Providing and fixing C.I. double acting air valve of approved qualitywith bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) 33 Providing, laying, spreading and compacting graded aggregate to Granular Sub-Base with close graded specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site, laying in uniform on well prepared surface and compacting in vibratory roller to achive the desired density. complete as perclose 401 (495 Tonne) 34 Supply of 100mm thick Precast cement concerete I-Shape Interlocking paver blocks ISI markconfirming to IS: 15658-2006 with top layer of minimum 5 mm thicknesshaving plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 50Mpaand weight 5 kg perincluding cost of material, with a blanket layer of 4.00cm. thick fine sand. includinglabour, T & Petc required for proper completion of the work as directed by Engineer-in-charge. 35 TOILET AND CHANGING ROOM Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. 36 Concrete with 4 cm gauge approved stone ballast, coarsesand & cement, in the proportion of 6:3:1inclucing supply of all materials, labour, tools & plants etc. required proper completion of the works. 37 (B) M-150 Brick Work in 1:4 (One cement & four Corse sand) mortar. in FOUNDATION including supply of all materials labour, Tools & plants etc. required for proper completion of the work 38 (B) M-150 Brick Work in 1:4 (One cement & four Corse sand) mortar. in super structure including supply of all materials labour, Tools & plants etc. required for proper completion of the work 39 (B) M-150 Brick Work in 1:4 (One cement & four Corse sand) mortar. in super structure for half brick wallincluding supply of all materials labour, Tools & plants etc. required for proper completion of the work 40 RCC FOR SLAB 41 M.S. (Tor steel or plain ) in Plain work such as R.C.C. R.B. Work including bending for proper shape and including supply of steel as. S.I. No. 504) 42 12 mm thick plaster with cement and mortar sand of 1 .25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply ofall materials, labour, tools & plants elc. required for proper completion ofthe work. 43 Plaster in Ceiling 44 Colour washing one coat using approved. Colouringmaterial buff, blue, gray or brown shade including supply of all mateials, labour, Tools & plant elc. Required for proper compleiion of the work. 45 Supply and fixing 6 to 8 mm thick ivory or light shades vitrefied tiles 600x600 mm size in flooing and skirting with 1:3 approved cement and coarse sand morter finished with in its cement colour slurry, joinling and polished of approved quality compleie, including sirpply of allmaterials,labour, laols and plants etc. requlred for proper complelion df lhe wofk. as per direction of Engineer - in- charge 46 Providing and tixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold watersupply, including allCPVC plain & brass threaded ittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost ofcutting chases and making good the sameincluding testing ofjoints complete as perdirection of Engineer-in-Charge. Concealed wo , including cutiing chases and making good the wall etc. 15 MM 47 20 MM 48 25 MM 49 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 21.13 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 50 Whitee vitreous china dual purpose WC. pan with white solid plastic seat and lid wilh white vitreous china ftushing cisternand C:P. flush bend 51 Providing and fixing wash.basin with C.l. brackets, 15 mm C.P. brass piJlar taps,32 mm C.P. brass waste of standad pattem, including painting of fittings and brackels,cutling and making good the walls wherever require- WhiteVilreous ChinaWash basin size 630x450 mm with a pair of 15 mm C. P. brass pillartaps. sor 21.16 52 Providing and fixing ball valve (brass) ISI marked approved quality complete as per direction of Engineer-in-charge. Sl no. 21.06 53 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer in-charge 54 Fixed type aerator for pond aeration.( 1.5 kw Aquaculture roots oxygen blower pond aeration) 55 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. U cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturers specification and direction of Engineer-in-charge. (For W.C. and bathroom doorshutter).
