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| 1 | Excavation for foundations, substructures, tanks, sumps,walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting with compactor to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future usewithin owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.Note:1) The rate includes the handling/supporting the existing utilities suchas cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes applicable if any. |
| 2 | Excavation for foundations, substructures,tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts from 1.5M upto 3.0M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting with compactor to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m asdirected, loading, unloading, leveling excluding shoring, strutting etc.complete as directed by Engineer-in-Charge.Note:1) The rate includes the handling/supporting the existing utilities suchas cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes applicable if any. |
| 3 | Excavation for foundation, substructures, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in soft/ disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, asphalt mix carpet of any type, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, floor RCC,stone masonry and all types of brick/ block masonry below ground level, rock boulders, etc. for depths/ lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in- Charge.Note:1) The rate includes the handling/supporting the existing utilities suchas cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes if any. |
| 4 | Disposal of excavated earth , debris up to 3 km lead beyond initial lead of 150 mtr. including levelling.Note :This lead will be admissible only within RCF factorylimits. The distancebetween centerlines shall be taken as the lead which shall be measuredby the shortest route on the plan and not the actual route taken by theContractor. Here Centerlines represents the center point (for area/massexcavation) and the center chainage for linear excavation. |
| 5 | Dewatering the excavated trenches/pits, pools of water, well works by using non-electricpumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge including cost of machinery, labour, fuel, pipe and it\"s accessories etc. complete. |
| 6 | Filling in plinth, floors, trenches, pits with approved excavated materials, murum / good earth available within factory premises in layers not exceeding 200mm including loading -transportation-unloading , breakingof clods, watering, consolidating each layer in filled up area by rolling and compacting with roller/ plate compactor as required to achieve not less than 97% modified proctor density conforming to relevant IS etc. complete as directed by Engineer In charge.Note:1) The rate includes the royalty and other taxes if any. |
| 7 | Filling in plinth, floors, trenches, pits with approved contractor\"s murum brought from outside in layers not exceeding 200mm including breaking of clods, watering,consolidating each layer in filled up area by rolling and compacting with roller/ plate compactor as required to achieve not less than 97% modified proctor density conforming to relevant IS etc. complete as directed by Engineer In charge. The rate includes necessary soil testing charges at laboratory & field as per relevant I.S. codes, royalty, octroi and other taxes if any. (Note: Borrow areas selected by CONTRACTOR shall be got approved from Engineer In Charge, before executing the work)1) The rate includes the royalty and other taxes if any. |
| 8 | Excavation over areas for basements, roads, land/plot developementin all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for all depths/lifts including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness, watering, consolidating, compacting with roller to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.Note:1) The rate includes the handling/supporting the existing utilities suchas cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes if any. |
| 9 | Excavation over areas for basements, roads, land/plot developement in soft/ disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, floor RCC,stone masonry and all types of brick/ block masonry below ground level, rock boulders, etc. for all depths/lifts including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness, watering, consolidating, compacting with roller to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.Note:1) The rate includes the handling/supporting the existing utilities suchas cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes if any. |
| 10 | Providing & Laying dry stone Rubble Soling with average 230 mm sizehard stone set in regular lines, handpacked and interstices thoroughly filled with small chips including filling in with good quality murum brought from outside, compacting with roller, watering, sand spreading 12mm thk. layer of grit on top etc complete as directed by Engineer In Charge. (Note: The rate includes the royalty and other taxes if any) . In case of Using RCF available murum for filing the voids Rs. 413/Sq. M of this item shall be deducted. If RCF rubble is used , the rate shall be reduced further by Rs.680 / Sq.M |
| 11 | Providing & Laying 150 mm thick dry stone Rubble Soling with average 150 mm size hard stone set in regular lines, handpacked and interstices thoroughly filled with small chips including filling in with good quality murum brought from outside, compacting with compactor/rammers, watering, sand spreading 12mm thk. layer of grit on top etc complete as directed by Engineer In Charge. (Note: The rate includes the royalty and other taxes if any). In case of Using RCF available murum for filing the voids Rs. 62/Sq. M of this item shall be deducted. If RCF rubble is used , the rate shall be reduced further by Rs.102 / Sq.M |
| 12 | Providing and laying in position plain cement concrete of specified grade cement with trap/granite/quartzite/gneiss metal mixing in concrete mixer including bailing out water,compacting, finishing surface, curing and including the cost of centering and shuttering at all level :Nominal Mix of 1:2:4 (1 cement (PPC): 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 13 | Providing and laying in position plain cement concrete of specified grade cement with trap/granite/quartzite/gneiss metal mixing in concrete mixer including bailing out water, compacting, finishing surface, curing and including the cost of centering and shuttering at all level :Nominal Mix of 1:3:6 (1 Cement (PPC): 3 coarse sand : 6graded stone aggregate 20 mm nominal size). |
| 14 | Providing, hoisting and fixing at all level precast reinforced cement concrete work in string courses, bands, copings,drain covers, bed plates, anchor blocks, plain window sills and the like including the cost of required centering, shuttering and reinforcement (8mm tor@ 100mm c/c single jalli), of Nominal Mix 1:1.5:3 (1 cement ( PPC): 2 coarse sand: 4 graded stone aggregate 20mm nominal size) |
| 15 | Providing and laying in position ready mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 toaccelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of allspecified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement (OPC) content considered in this item is @ 340 kg/cum minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete).All works (including Centering &Shuttering) Foundations, footings, bases of columns, rafts, pilecap,Flooring, pavements,etc. |
| 16 | Providing and laying in position ready mixed design mix M-30 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering,shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement(OPC)content considered in this item is @ 340 kg/cum minimum cement content. No extrawill be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete).All works (including Centering & Shuttering)Lintels, beams, plinth beams, girders, floor beam, coping upto plinth level. |
| 17 | Providing and laying in position ready mixed design mix M-30 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering,shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 toaccelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of allspecified materials and operations at all levels and heights,including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :-Cement (OPC) content considered in this item is @ 340 kg/cum minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete).All works (including Centering &Shuttering) .Columns, Pillars, Piers, Posts and Struts etc. in superstructure. |
| 18 | Providing and laying in position ready mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering,shuttering, finishing and excluding reinforcement, including admixtures & water proofing compound in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement(OPC) content considered in this item is @ 340 kg/cum minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). All water/leak proof works (including Centering & Shuttering)Walls (any thickness) including attached butteresses, retaining wall, shear wall, diaphragm wall , trench, pit walls, etc. |
| 19 | Providing and laying in position ready mixed design mix M-30 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering,shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights,including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :-Cement (OPC) content considered in this item is @ 340 kg/cum minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). All works (including Centering & Shuttering) Slabs, Suspended floors, roofs,chajjah, landings, balconies, canopy and access platform etc. |
| 20 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane 22.20.1 3 mm thick |
| 21 | Bond Coat: Providing & applying One coat of structural grade epoxy bond coat by brush conforming to ASTM-C-882- 87 to the prepared concrete surface to be repaired / strengthened. This is applied prior to the application of polymer repair mortar / epoxy mortar / Microconcrete /concrete etc. to have monolithic action between old concrete surface and new concrete surface |
| 22 | Providing and fixing in position steel bars reinforcement of various diameters for all type of R.C.C. works forR.C.C. pile, pile caps, footings,raft,retaining wall,shear wall, lift wall, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies,coping, fins, arches, etc. as per detailed designs,drawings and bar bending schedules,including straightening,cutting, bending, hooking the bars, binding with wires or tack welding, supporting as required etc. all complete at all levels Thermo-Mechanically Treated steel bars. (Fe 500 D & above). TATA, SAIL, JSW, RNIL tor steel make confirming to all IS standards only allowed . |
| 23 | Providing and laying premoulded asphalt filler for expansion joints cut to the required depth and camber.12 mm thick |
| 24 | Providing and laying premoulded asphalt filler for expansion joints cut to the required depth and camber.25mm thick |
| 25 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 and above in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 26 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 and above in superstructure above plinth level upto floor five level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 27 | Uncoursed 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 20mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 28 | Providing and laying autoclaved aerated (cellular) cement blocks masonry with more than 100 mm thick AAC blocks in cement mortar 1:4 (1 cement : 4 coarse sand ) including RCC stiffeners.The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work, racking of joints, scaffolding and curing,etc. completed as directed by Engineer-in-Charge. |
| 29 | Providing and applying 12 mm thick internal sand faced plaster in cement mortar 1:3 at all heights and locations in one coat for masonry (except stone masonry) and concretesurfaces including racking out joints, hacking of concrete surface, watering, finishing, curing, scaffolding etc. complete. |
| 30 | Providing and applying 12 mm thick internal plaster with neeru finish by using ready-mix mortar as per manufacturers recommendations at all heights and locations for masonry(except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, finishing,curing, scaffolding etc. complete. |
| 31 | Providing and applying 20 mm thick external sand faced cement plaster by using ready-mix mortarupto 10m from ground level and at all locations in two coats for masonry (except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, finishing, curing, scaffolding etc. complete. |
| 32 | Providing and Fixing Modular False Ceiling of \" Armstrong /M/sHunter Douglas India/USG\" make by using 600 x 600 x 15 mm thick prima fine fissured microlook mineral fibre ceiling tiles on superfine 15 mm Tee grid system suspended with the help of 2 mm prestraitenedG.I.wire,etc.complete. As per Architect\"s Detailed Drawing & Design as directed by Engineer In Charge. |
| 33 | Providing and laying polished natural stone as specified below (Machine cut) of an approved quality and size for paving /flooring/skirting in plain and/or diamond /approved pattern including cement mortar bedding of 25 mm thick in 1:4 proportion, cement float, machine cutting, dressing, leveling, jointing, filling the joints with neat cement slurry or with required pigment, machine polishing at site, curing, finishing, etc complete as directed by Engineer In Charge. 25 to 30 mm thk. Kota stone of size 0.430m x0.56m(17\"x22\") |
| 34 | Providing and fixing all sides polished natural stone as specified below of approved quality, pattern, colour and thickness for door and window frames / architraves including preparing the surface and levelling in the desired line, machine cutting, jointing in approved adhesives, leveling, smooth cement plastering along the sides to match the existing surface in cement mortar, filling the joints with pigment mixed with cement, cleaning, finishing, curing etc complete as directed by Engineer In Charge. With Ruby red, jet black Granite. |
| 35 | Providing and fixing factory made uPVC glazed/wiremesh windows/doors comprising of lead free uPVCmult-chambered frame, sash and mullion/coupler(where ever required) extruded profles havingminimum wall thickness of 1.70 mm for Series R1 andR2 profiles conforming to EN: 12608 in any shape, colour anddesign duly reinforced with galvanized mild steel secton made of required shape & size as per CPWDSpecification, uPVC extruded glazing beads, interlocksand Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamidePA6 grade sleeve for fxing frame to fnished wall as perIS 1367 : Part 1 1 o 14, plastc packers, plastc caps andnecessary stainless steel screws etc. Profle of frame,sash & mullion (if required) shall be mitred cut and fusionwelded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. Afer fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conformingto CPWD specificaton & directon of Engineer-in-Charge. section of steel reinforcement and cross sectons of uPVC profles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately.Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS304 body.Using R2 series with frame (40mm & above) x (40mm &above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook(Height upto 1.2 metre). |
| 36 | Providing and fixing superior quality factory made phenol bonded solid core single leaf flush commercial door shutter of thickness as mentioned below and of approved make conforming to IS: 2202 (Part I, II) with 12mm thk. teak wood lipping all around, 3mm thk. commercial veneer on external face with three coats of french polish and 150mm x 60 mm or 125 mm x 75 mm C.P. teak wood frame without fanlight including, approved fixtures (aldrops,hinges etc.) and fastening hooks, eyes, screws and painting the frame and interior side with one coat of primer, putty and two coats of synthetic enamel paint of approved make and colour etc. complete as directed by Engineer in charge. Providing and fixing vision panel of size 300mm x 300mm in any type of door with 6mm thick glass including T.W. beading etc. complete as directed bt Engineer in charge. 25mm thick shutter. |
| 37 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. With toughened glass panes of 5 mm thickness (weight notless than 12.50 kg/sqm) |
| 38 | Providing and applying first single coat of approved primer and two coats of anti-algal, anti-fungal, exterior paint as specified below of an approved make and colour as per manufacturers specifications to any surface, upto 10m height from ground level and at all locations as directed including preparing surfaces for painting by any approved means, scaffolding, cleaning and curing etc. complete as directed by Engineer-in-charge.By using acrylic based exterior paint with silicone additives |
| 39 | Providing and applying two coats of waterproof cement paint of an approved make and colour as per manufacturers specifications to smooth sand faced or other surfaces, upto 10m height from ground level and at all locations as directed including preparing surfaces for painting by any approved means, scaffolding, cleaning and curing etc. complete as directed by Engineer-in-charge. |
| 40 | Providing and applying first single coat of approved primer and two coats of acrylic distemper (oil bound distemper) of an approved make and colour as per manufacturers specifications to any surface, at all height and locations as directed including scaffolding, cleaning and preparing surfaces for painting with broom by any approved means, etc. complete as directed by Engineer-in-charge |
| 41 | Providing and Fixing of Foundation Bolts and nuts in RCC column / pedestal / beam at any level including maintaining the accuracy towards line, level & position including making and using the template etc. complete as directed by Engineer In Charge. (Contractor will take due care for its threads and rusting by applying grease and cotton waste). |
| 42 | Desiging ,Detailing,suppling, fabricating and fixing at desired location using hot rolled sections and MS Plates including builtup sections of grade Fe250 as per specifications and approved drawings (all mother drawing and fabrication drawingsare to be prepared by Contractor and got approved from RCF Engineer), transporting to site and erecting structural steel members for all heights & at all levels including provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, base plate, and all necessary fixtures and operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding, grinding and removing the welding burr and preparing surface for painting with wire brush cleaning and applying two coats of epoxy red oxide zinc phosphate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection etc complete as directed by Engineer In Charge. (The qty. for this item shall be measured for gusset plates, base plates, bolts in M.T.)(structural steel works for columns , beams , trusses,purlins ,pipe racks ,RCC embedments, roofing wind strips and other miscellaneous items etc.) TATA, SAIL, JSW, RNIL Structural steel make with confirming to all IS standards only allowed . |
| 43 | Supplying, fabricating, transportation to site and Fixing Galvanized Chain Link Fencing of 10 gauge G.I. Mesh, sizes 50 x 50 mm diamond pattern, fixed 75 mm below finished ground level / coping, including providing and erecting ISA 50x50x6 angle posts @ 2.5m C/C with cross support at every 8th pole & at corners and 2 nos 6mm dia MS bars at top and bottom with necessary U hooks, nuts and bolts, washers, total height of fencing @ 2.0m above ground including embedding the angle post in concrete block of 0.45m x 0.45m x 0.6m of cement concrete M15 grade including necessary excavation, and cleaning, preparing the surface, applying one coat of red oxide zinc chromate primer and two coats of Synthetic Enamel paint of approved manufacture, brand, colour, shade etc. complete as directed by Engineer In Charge. (first coat of synthetic enamel paint after fabrication and second coat after erection including touching up the primer coat). |
| 44 | Providing, detailing, and fabricating as per specifications, transporting to site and erecting MS Openable / Sliding /Ornamental Entrance Gates including track and wheel, locking arrangement, fixing bolts, nuts, washers, cleats, stiffeners,gussets decorative balusters, arrow heads etc. and allnecessary operations like straightening, bending, cutting,drilling, grinding, machining if specified, welding etc. complete weighing 25 to 30 kg/Sqm, including cleaning, Grinding and removing the welding burr and preparing surface and applying one coat of red oxide zinc chromate primer and one coat of Synthetic Enamel paint after fabrication and second coat of Synthetic Enamel paint after erection, with approved colour,shade and brand etc. including touching up with primer etc. complete as directed by Engineer In Charge. |
| 45 | Providing, fabricating, welding and fixing 1.0m high MS pipe hand railing, weight 10 to 12 kg per Rmt including all necessary fixtures, holdfasts, supports and painting with one coat of red oxide zinc chromate primer and two coats of approved synthetic enamel paint etc complete as directed by Engineer In Charge. M.S.Pipe hand railing (medium grade) conforming to IS-1239 consisting of top and middle horizontal rails of 32 mm dia. and 25mm dia. nominal bore respectively, 1050 mm high upright members of 32 mm dia. nominal bore at 2000 mm maximum distance centre to centre of each member including all joints, bends, elbows, and specials as required and upright members welded or bolted to structural steel work/toe plates or welded to M.S. insert plates with M.S. lugs embedded in R.C.C. works, complete in all respects |
| 46 | Providing and fixing 6 mm thick(Both side acrylic exterior grade spray painted of approved shade, primer plus one coat) Non-asbestos high impact Polypropylene reinforced cement corrugated sheet of approved make conforming to IS: 14871-2000 laying the same in position as per the stipulation in IS: 3007-1991 using 8mm dia polymer coated iron L or J hook bolts, galvanized iron & bituminous washers and EPDM washers, galvanized iron clamps, nuts and bolts etc. complete and as directed.(Net Area covered by sheeting will be measured. Laps will not be paid separately) including fixing of roof top metalic wind strips as directed. (wind strip shall be paid in structural steel item no-42). For roofing and cladding works. |
| 47 | Providing and fixing(Both side acrylic exterior grade spray painted of approved shade, primer plus one coat) non-asbestos fiber cement high impact polypropylene reinforced roofing accessories(ridges/corners etc) in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washersand EPDM washer etc. complete as directed. Corrugated serrated adjustable ridges/ corners. |
| 48 | Providing and fixing in position UV resistant, fire retardant, virtually unbreakable and temperature resistant (-40° C to +130° C) Polycarbonate corrugated sheet of 2mm thickness for roof of approved make to match the roof profile at any height with G.I. J hooks bolts ofG.I. clamps nuts & bolts or with self drilling fastener and EPDM washer etc. complete as directed. |
| 49 | Supplying, fabricating, transporting to site and erecting 3.12mm thick MS gutter with all necessary supporting arrangement laid to proper slope, at all heights and levels, including surface cleaning, Grinding and removing the welding burr and applying one coats of red oxide zinc chromate primer and two coats of synthetic enamel paint on underside before erection & one coat of rubberized waterproof paint on upper side after erecting including making necessary connections with rain water pipes etc complete as directed.Girth from 601 to 800mm. |
| 50 | Supplying, fabricating, transporting to site and erecting 3.12mm thick MS gutter with all necessary supporting arrangement laid to proper slope, at all heights and levels, including surface cleaning, Grinding and removing the welding burr and applying one coats of red oxide zinc chromate primer and two coats of synthetic enamel paint on underside before erection & one coat of rubberized waterproof paint on upper side after erecting including making necessary connections with rain water pipes etc complete as directed.Girth from 801 to 1000mm. |
| 51 | Providing and fixing UV resistant selffit UPVC pipes of approved make for Rainwater downtakes confirming to IS 13592:1992 Type A suitable for 4kg/sqcm pressure for following pipe diameters including rain water receiving recess with pvc plug bend necessary fittings such as offsets shoes, fixing the pipes on wall with clips filling the joints with solvent/cement and necessary scafolding etc. complete as directed by Engineer In Charge. 150mm dia. |
| 52 | Shear Connectors: Make 10/12 mm dia holes using heavy duty electrically operated hammer drills in the concrete of RCC members to a depth of about 75 mm at 500 mm c/c or at suitable grid in zig-zag fashion, clean the holes using air jet and fix pre- fabricated 100 x 50 mm L-shape 8 mm dia rebar using Anti Corrosive protective coating so that 75 mm out of 100 mm isinserted inside the concrete and 25 mm remain outside along with 50 mm bend. The shear connectors are used to tie the additional reinforcement bars. |
| 53 | Demolishing RCC manually/ by mechanical means including disposal of material within RCF Premises as per direction of Engineer - in - charge. |
| 54 | Demolishing brick work in lime or cement mortar including plaster, paint, etc. manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within RCF Premises as per direction of Engineer-in-charge. |
| 55 | Dismantling steel work in built up sections in angles, tees, flats and channels of rolling shutters, grills, gates, fencing, hoardings, including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within RCF Premises as directed after necessary weighment. |
| 56 | Providing & fixing roof top turbo ventiators of following specifications: i) Sheet material: Aluminium. Ii) Shaft diameter and material: 19-20mm SS 304. iii) Fan material and diameter: Aluminium 1100 grade, 788mm iv) Dia of top: 250 to 300mm v) Volume displaced: 2400CFM @ 10mph vi) bearing make: SS 304 |
| 57 | Providing and fixing MS Galvanised Grating-G.I. of varying size for walkways made out of 30x5 mm beaaring bar & frame bar, spaced at 41 m c/c & cross bar 12x5 mm spaced at 100mm c/c . Cross bar to be run in 13 mm deep groove , in the bearing bar. Bearing bars, frame bars and cross bars shall be welded firmly to each other at joints. Bearing bars should be placed along the span i.e. breadth wise. MOC: IS2062 Duly hot dip galvanised as per IS: 2629 , TO give more than 80 micron thickness.NOTE:-(1) MTC and Galvanising report to be submitted at the time of supply. (Approx. Weight- 35 to 40 Kg. per Sq.M of G.I. Grating. |
| 58 | Providing and grouting in position to pockets, holes, pipe sleeves of any shape or size for column bases, machine foundations, etc. with ready to use non shrink high strength grout of approved make, as per manufacturer’s specifications and instructions/ recommendations, including roughening of surfaces, cleaning with compressed air/ water jets, ramming, curing, etc. complete. in the required quantity, keeping the true line, level with GP-2 conbextra of Fosroc or equivalent product of approved quality including shuttering, centring, finishing, curing etc. complete |
| 59 | Chipping /removingconcrete upto reinforcement bars, without damaging the reinforcement, removing all the loose materials and to make all the exposed surfaces free from oil, dust and all impurities etc complete. |
| 60 | Supplying & Filling with sand in Foundation and plinth, under floors, including watering, ramming, consolidating and dressing complete.as per Drawing & Technical Specification |
| 61 | Supply,Installation,Testing & Commissioning of Earth Pits (Maintenance free GI Earth Pit) including supply of chamber,CI Hinged Cover,Letter writing,Civil Works etc.. Maintenance free earth electrode (Model No-FE 80 of fast electride make or equivlent) 76 mm outer dia & 3 mtr. length, GI hardware,watering tube,CI hinged covers with 3 mtr digging,dewatering if required,backfilling with civil workk.Pit to be elevated 6\" above ground. The bidder shall check earth resistance. RCF may provide earth megger if available. |
