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Tender For Development And Beautification At Mattupetty Dam, Idukki - Proposed Waiting Shed 2 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), idukki-Kerala

Tender Notice

52123625
Tender For Development And Beautification At Mattupetty Dam, Idukki - Proposed Waiting Shed 2 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)
Tender
Indian
Kerala
Idukki
10-11-2025

Tender Details

Tender For Development And Beautification At Mattupetty Dam, Idukki - PROPOSED WAITING SHED 2 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.All kinds of soil 3 Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 4 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 nominal size) 5 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 6 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 7 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. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 8 Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete 9 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts 10 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 11 Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete 12 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). 13 Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Medium shade pigment 50% white cement, 50 % ordinary cement 14 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 15 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additivesof required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over andincluding priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 16 Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work 17 Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade:Two or more coats on new work 18 Providing and fixing false ceiling with 7.5 mm thick PVC plain panel board ceiling ofapproved quality in aluminium frame work with necessary screws etc complete(aluminium frame work shall be paid separately) 19 Providing and fixing shingles as roofing of any colour of 8 mm including v board andaccessories and installation cost as per engineer in charge 20 Supplying and fixing 8 mm shingles as roofing and v board with all as directed byengineer in charge 21 ELECTRICAL WORKS 22 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group C 23 Supplying and drawing following sizes of FRLS PVC insulated copper conductor,single core cable in the existing surface / recessed steel/ PVC conduit as required.1 x1.5 sq. Mm 24 Supplying and drawing following sizes of FRLS PVC insulated copper conductor,single core cable in the existing surface / recessed steel/ PVC conduit as required.2 x1.5 sq. mm 25 Supplying and fixing of following sizes of medium class PVC conduit along withaccessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm 26 Supplying and fixing following piano type switch / socket on the existing switch box/cover including connections etc. as required.5/6 amps switch 27 Supplying and fixing following piano type switch / socket on the existing switch box/cover including connections etc. as required.15/16 amp switch 28 Supplying and fixing of 30 W Ceiling LED lights of warm white light of plasticmaterial 29 PROPOSED RAIN SHELTER 30 Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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, disposedearth to be levelled and neatly dressed.All kinds of soil 31 Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 32 Clearing grass and removal of the rubbish up to a distance of 50 m outside theperiphery of the area cleared. 33 Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 34 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etccomplete. 35 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size 36 Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 37 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral stair cases up to floor five level excluding thecost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). 38 Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers 39 Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts 40 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more 41 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 42 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., including cutting, hoisting, fixing position and applying a priming coat ofapproved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 43 PATHWAY 44 Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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, disposedearth to be levelled and neatly dressed.All kinds of soil 45 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 nominal size) 46 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size 47 Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers 48 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more 49 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). 50 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) 51 Flooring with Shaped rubble of size 30X30 cm and 75 mm thick in cement mortar of1:6 as directed bythe site in charge 52 TICKET COUNTER 53 Supply & installation of Pre Ticket counter with galvanized iron platform,structural wall and roof ,finishing PVC panels walls and ceiling , Deck panel floor ,shingles in roof Aluminium windows & door , electrical port setc, sizeof7x7 54 SECURITY CABIN 55 Supply & installation of Pre Security cabin with galvanized iron platform,structural wall and roof ,finishing PVC panels walls and ceiling , Deck panel floor ,shingles in roof Aluminium windows & door , electrical port setc, sizeof7x7 56 SITTING BENCHES 57 Supplying and fixing Stone garden sitting bench with 1.5 metre length ,450 mm clearHight from groundlevel 450 mm wide seating ,450 mm wide back rest as approved by engineer incharge 58 SOLAR LIGHT 59 Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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, disposedearth to be levelled and neatly dressed.All kinds of soil 60 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 nominal size) 61 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) 62 Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete 63 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more 64 Solar street light:Supply installation termination, testing and commissioning 30wSolar LED Street Light, All in one type with 60w Pannel, 12.8V 18AhLithium Phero Phospate LifePo4 Battery, Protection individually for eachcomponents Motion sensor and Hybrid Charge controller. The pole shall 5 mtr GIConical Pole Made by CNC Filament machine, and be painted with anti corrosivepaint with required thickness for protection. Each street light pole shall have properindepentent earth at each location (Excluding civil work) 65 PROPOSED STEPS 66 Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 67 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 nominal size) 68 Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) 69 LANDSCAPING 70 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking ofserviceable materials and then disposing of surplus soil, by spreading and neatlylevelling within a lead of 50 m and making up the trenched area to proper levels byfilling with earth or earth mixed with sludge or / and manure before and after floodingtrench with water (excluding cost of imported earth, sludge or manure). 71 Supplying and stacking of good earth at site including royalty and carriage upto 5k.m. lead complete (earth measured in stacks will be reduced by 20% for payment). 72 Supplying and stacking sludge at site including royalty and carriage upto 5 k.m. leadcomplete (sludge measured in stacks will be reduced by 8% for payment). 73 Supplying and stacking at site dump manure from approved source, includingcarriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8%for payment) :Screened through sieve of I.S. designation 20 mm 74 Rough dressing the trenched ground including breaking clods. 75 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with waterincluding disposal of uprooted vegetation. 76 Fine dressing of the ground 77 Spreading of sludge, dump manure and/or good earth in required thickness as perdirection of officer-in-charge (cost of sludge, dump manure and/ or good earth to bepaid separately). 78 Mixing earth and sludge or manure in the required proportion specified or directed bythe Officer-in-charge 79 Grassing with selection No. 1 grass including watering and maintenance of the lawnfor 60 days or more till the grass forms a thick lawn, free from weeds and fit formowing including supplying good earth, if needed (the grass and good earth shall bepaid for separately).In rows 5 cm apart in both directions 80 Grassing with selection No. 1 grass including watering and maintenance of the lawnfor 60 days or more till the grass forms a thick lawn, free from weeds and fit formowing including supplying good earth, if needed (the grass and good earth shall bepaid for separately).With grass Turf Please Enable Macros to View BoQ information

Key Value

Document Fees
INR 3000 /-
Tender Value
INR 85.18 Lakhs /-

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