tender for Nabard Ridf Xxx- Comprehensive Infrastructural Devlpnt Works Of Various Padashekharams In Kollam Dist- Infrastrctrl Devlpt Works Of Melepanayam Thodu Nadukkunumpuram Kannamangalam Paanayam In Yeroorpnchyt Kuzhaviyoduchira Bharathipurm Kulathupuzha Gp Construction Of Side Drain Foot Slab Tractor Bridge Ramp Construction Of Side Wall Deepening Of Thodu Renovation Works Concrete Boundary Pond Deepening Benche Raising With Rrm - NABARD-RIDF XXX - Comprehensive Infrastructural Development works of various Padashekarams in Kollam District - Melepanayam Thodu, Nadukkunumpuram Ela, Kannamangalam Ela, Paanayam Ela in Yeroor panchayath, Kuzhaviyodu Chira and Bharathipuram Kuthirachira in Kulathupuzha GP in Kollam District.-General Civil Work Sl. No. Item Description 1 App A- Concrete side drain (Melepanayam thodu, Nadukkunumpuram Ela andKannamangalam Ela) 2 2.6.1Earth 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 3 4.1.8Providing 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) 4 5.1.3Providing 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) 5 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete 6 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. 7 5.22.6Steel 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 8 App B- Foot slab (Melepanayam Thodu, Nadukkunumpuram Ela and Kannamangalam Ela) 9 5.2.2Reinforced 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 gradedstone aggregate 20 mm nominal size) 10 5.9.16.2Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide 11 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide 12 5.22.6Steel 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 13 App C- Tractor Bridge (3.5 m) (nadukkunnumpuram ela) 14 60.1.1RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at0.6m apart and filled in between with puddle clay to form bund for an average height2.00m including labour dismantling the bund after completion of the work etc.complete. 15 60.2.2Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump setincluding conveyance to site and erection,cost of fuel, lubrication oil and other stores,pay of staff etc complete 16 2.6.1 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 17 51.2.3Filling with Quarry Muck Filling up low lying and water logged areas with localmaterial/ quarry muck, spreading in layers, leveling the top at site and consolidationby ramming, etc complete for improving the CBR value of subgrade 18 4.1.8Providing 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) 19 5.1.3Providing 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) 20 5.1.2Providing 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 21 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. 22 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers 23 5.9.16.2Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide 24 5.22.1Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelMild steel and Medium Tensile 25 App D- Ramp (2 no.s -1.5 m height) (Nadukkunumpuram) 26 2.6.1Earth 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 27 OD46068/2024-2025Dry rubble masonry (without concrete levelling course) with good quality blastedrubble (without bond stone) including packing to compactness to lines and levels costand conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site 28 5.1.3Providing 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) 29 5.9.16.2Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide 30 5.22.6Steel 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 31 13.33.1Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruledpointing 32 App E- Construction of Side Wall (Paanayam Ela) 33 2.6.1Earth 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, disposedearth to be levelled and neatly dressed.All kinds of soil 34 OD46699/2024-2025Dry rubble masonry (without concrete levelling course) with good quality blastedrubble (without bond stone), and packing to compactness to lines and levels cost andconveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site. 35 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 36 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. 37 13.33.1Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruledpointing 38 App F -Deepening of Thodu (Paanayam Ela) 39 2.6.1Earth 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, disposedearth to be levelled and neatly dressed.All kinds of soil 40 App G-Renovation Works (Kuzhaviyodu Chira) 41 2.32Clearing grass and removal of the rubbish up to a distance of 50 m outside theperiphery of the area cleared. 42 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 43 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide 44 11.38Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to bespecified by the manufacturer), of Ist quality conforming to IS : 15622, of approvedmake, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointingthe joints with white cement and matching pigments etc., complete. 45 16.91.1Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.60mm thick cementconcrete paver block of M-35 grade with approved colour, design & pattern. 46 10.28Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and makingcurvature (wherever required) and fitting the same with necessary stainless steel nutsand bolts complete, i/c fixing the railing with necessary accessories & stainless steeldash fasteners, stainless steel bolts etc., of required size on the top of the floor or theside of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be consideredexcluding fixing accessories such as nuts, bolts, fasteners etc.) 47 10.26.3Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing, staircase railing and similar works, including applying priming coatof approves steel primer.G.I. pipes 48 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturers specifications including appropriate priming coat, preparationof surface, etc. complete.On steel work 49 13.33.1Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled 50 13.46.1Finishing 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 60.8Shutter for check dams- Supplying and providing Thambagam wood shutter planks5cm thick including cost of materials and labour charges etc complete 52 App H-Pondu Deepening (Kuzhaviyodu chira) 53 60.2.3Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water withengine and pump set above 5HP and up to 10HP, including conveyance to site anderection,cost of fuel, lubrication oil and other stores, pay of staff etc complete 54 OD46703/2024-2025Removal of underwater contaminated sludge, slurry, silt, debris etc by mechanicalincluding dispoal lead upto 50m and lift upto 1.5m disposed material should belevelled and dressed on the banks 55 App I: Concrete Boundary Wall (Kuzhaviyodu chira) 56 2.6.1Earth 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 57 4.1.8Providing 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) 58 5.1.3Providing 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) 59 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete 60 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. 61 5.22.6Steel 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 62 App J - Drain (Kuzhaviyodu chira) 63 2.6.1Earth 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, disposedearth to be levelled and neatly dressed.All kinds of soil 64 4.1.8Providing 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) 65 5.1.3Providing 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) 66 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete 67 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 68 5.22.6Steel 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 69 App k-Benches (Kuzhaviyodu chira and Bharathipuram Kuthirachira) 70 2.6.1Earth 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 71 4.1.5Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size) 72 50.6.2.1Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation andplinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete 73 5.1.3Providing 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) 74 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform 75 5.22.6Steel 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 76 13.1.212 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). 77 8.2.2.2Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded andprepolished, machine cut for kitchen platforms, vanity counters, window sills, faciasand similar locations, of required size, approved shade, colour and texture laid over20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated withwhite cement, mixed with matching pigment, epoxy touch ups, including rubbing,curing, moulding and polishing to edges to give high gloss finish etc. complete at alllevels.Area of slab over 0.50 sqm 78 11.38Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to bespecified by the manufacturer), of Ist quality conforming to IS : 15622, of approvedmake, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointingthe joints with white cement and matching pigments etc., complete. 79 13.46.1Finishing 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) 80 App L-Renovation of pond (Bharathipuram Kuthirachira) 81 2.32Clearing grass and removal of the rubbish up to a distance of 50 m outside theperiphery of the area cleared. 82 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 83 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide 84 16.91.2Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C.paver block of M-30 grade with approved color design and pattern. 85 11.38Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to bespecified by the manufacturer), of Ist quality conforming to IS : 15622, of approvedmake, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointingthe joints with white cement and matching pigments etc., complete. 86 10.26.3Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing, staircase railing and similar works, including applying priming coatof approves steel primer.G.I. pipes 87 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturers specifications including appropriate priming coat, preparationof surface, etc. complete.On steel work 88 13.33.1Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruledpointing 89 App M - Retaining Wall- Raising with RRM (Bharathipuram Kuthirachira) 90 2.6.1Earth 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 91 4.1.8Providing 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) 92 5.1.3Providing 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) 93 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. 94 5.22.6Steel 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 95 7.2.1Random rubble masonry with hard stone in superstructure above plinth level and uptofloor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceilinglevel and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
