Indian Oil Corporation Limited Tender
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Costs
EMD
₹ 17,395Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Repair Of Road Adjacent To Weigh Bridge And Washroom
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_BD_161372_1Bid Award Id
ViewTender No
BD/CONT/2022-23/45Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://iocletenders.nic.in
GEM & Bid Advisory Services
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Documents
Special_Instructions_to_the_Bidders_20221219_version_1a.pdf
Bidders Help Manual for availing Preferential Benefits in IOCL E-Tendering Portal
BOQ Items
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Supplying and stacking at site: 90 mm to 45 mm size stone aggregate.
10
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Supplying and stacking at site: 53 mm to 22.4 mm size stone aggregate.
10
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Supplying and stacking at site: Over burnt (Jhama) brick aggregate 90 mm to 45 mm.
6
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Supplying and stacking at site: Stone screening 13.2 mm nominal size (Type A).
6
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Supplying and stacking at site: Moorum.
6
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Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete. (payment for brick aggregate and moorum etc. to be made separately): Over burnt (Jhama) brick aggregate 90 mm to 45 mm.
6
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Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting, mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately: Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer.
25
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Add for using extra cement in the items of design mix over and above the specified cement content therein.
500
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Providing and fixing in position pre-moulded joint filler in expansion joints. Note: Unit "Meter"(M) shall be read as "Per cm depth per cm width per metre length"
750
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Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/ workshop to construction site including placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.
2600
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Plastic sheat,1.25 mm thick for dowel bars
6.5
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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass
concrete.
110
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
30
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge)
1.3
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in 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 in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineerin-Charge: 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.
12.4
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ITC OF EXHAUST FAN: Installation, testing and commissioning of exhaust fans of following sweeps including making the hole to suit the size of the above fan, making good the damage, connections, testing, commissioning etc. as required. Exhaust fan upto 450 mm sweep
5
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EXTRA FOR LOUVERS / SHUTTERS OF EXHAUST FAN: Extra for fixing the louvers / shutters complete with frame for exhaust fan of all sizes.
5
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SUPPLY & FIXING OF MISC MOSAIC WIRING ACCESSORIES: Supply, fixing and connection of 250 V below given mosaic wiring accessories of M/s MDS or approved equivalent inlcuding supplying and fixing of nuts, bolts, etc. complete with labour and materials as per direction of the Engineer-in-Charge. 6 amps. - 1 way - SP - 1 module switches
30
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SUPPLY & FIXING OF MISC MOSAIC WIRING ACCESSORIES: Supply, fixing and connection of 250 V below given mosaic wiring accessories of M/s MDS or approved equivalent inlcuding supplying and fixing of nuts, bolts, etc. complete with labour and materials as per direction of the Engineer-in-Charge. 16 amps. - 1 way - SP - 1 module switches
6
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SUPPLY & FIXING OF MISC MOSAIC WIRING ACCESSORIES: Supply, fixing and connection of 250 V below given mosaic wiring accessories of M/s MDS or approved equivalent inlcuding supplying and fixing of nuts, bolts, etc. complete with labour and materials as per direction of the Engineer-in-Charge. 6 amps. - 2 / 3 pins combined 2 module shutterred socket
6
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SUPPLY & FIXING OF MISC MOSAIC WIRING ACCESSORIES: Supply, fixing and connection of 250 V below given mosaic wiring accessories of M/s MDS or approved equivalent inlcuding supplying and fixing of nuts, bolts, etc. complete with labour and materials as per direction of the Engineer-in-Charge. 6 / 16 amps. - 3 pins combined 3 module shutterred socket
6
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SUPPLY & FIXING OF MISC MOSAIC WIRING ACCESSORIES: Supply, fixing and connection of 250 V below given mosaic wiring accessories of M/s MDS or approved equivalent inlcuding supplying and fixing of nuts, bolts, etc. complete with labour and materials as per direction of the Engineer-in-Charge. 1 module blanking plate
15
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SUPPLY AND FIXING OF WHITE COVER PLATE WITH FRAME FOR MOSAIC ACCESSORIES: Supply and fixing of below given white cover plate with frame for mosaic wiring accessories of M/s MDS or approved equivalent inlcuding supply and fixing of nuts, bolts, etc. complete with labour and materials as per direction of the Engineer-in-Charge. 4 module
6
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SUPPLY AND FIXING OF WHITE COVER PLATE WITH FRAME FOR MOSAIC ACCESSORIES: Supply and fixing of below given white cover plate with frame for mosaic wiring accessories of M/s MDS or approved equivalent inlcuding supply and fixing of nuts, bolts, etc. complete with labour and materials as per direction of the Engineer-in-Charge. 12 module (6 x 2)
3
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SUPPLY AND FIXING OF METAL FLUSH BOXES FOR MOSAIC ACCESSORIES: Supply and fixing of below given metal flush boxes to accommodate mosaic wiring accessories of M/s MDS or approved equivalent inlcuding supply and fixing of nuts, bolts, etc. complete with labour and materials as per direction of the Engineer-in-Charge. 4 module
6
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SUPPLY AND FIXING OF METAL FLUSH BOXES FOR MOSAIC ACCESSORIES: Supply and fixing of below given metal flush boxes to accommodate mosaic wiring accessories of M/s MDS or approved equivalent inlcuding supply and fixing of nuts, bolts, etc. complete with labour and materials as per direction of the Engineer-in-Charge. 12 module (6 x 2)
3
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SUPPLY AND INSTALLATION OF STREET LIGHT POLES: Supply and installation of following street light pole with marshalling box to accommodate 3 Nos. of 4x10sqmm PVC armoured cable with Elemex terminal block, earthing of pole/marshalling box but excluding lighting fixtures etc. with 8 SWG GI wire including making PCC (1:3:6) foundation, painting and numbering all complete with labour and materials as per standard drawings, specifications and directions of Engineer-in-Charge. NOTE: Cable required from lighting fixture to Marshalling box will be supplied by Owner free of cost. 3 MTR HEIGHT STEEL TUBULAR LIGHTING POLE
2
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LIGHTING FIXTURES FOR AREA / STREET LIGHTING INCLUDING COST OF LIGHTING FIXTURES (UPTO 9 M POLE HEIGHT): Supply, installation, connection, testing and commissioning of the following lighting fixtures of Philips/ approved equivalent make suitable for different lighting poles and laying, connecting 4x4 sqmm Al. unarmoured cable from marshalling box to fitting through pole complete with lamps (lamps cost will be paid separately) and necessary control gear including supply of all wires, clamps supports etc. all complete with labour and materials as per drawings, specifications and directions of engineer-in Charge. NOTE: 4x4 sqmm PVC Al. Unarmoured cable also to be supplied by the party. Type HRP 48/80 W HPL-N Street light luminiare with single piece die cast aluminium housing and UV stabailized acrlic cover
2
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SUPPLY OF LAMPS: Supply of below given M/s Philips or equivalent make lamps for installation in lighting fittings / fixtures as per directions of EIC. HPL-N 80 W ES
2
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SUPPLY OF LAMPS: Supply of below given M/s Philips or equivalent make lamps for installation in lighting fittings / fixtures as per directions of EIC. LED tubelight 18W
9
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COPPER SUBMAIN WIRING IN RECESSED PVC CONDUIT: Wiring for submain wiring with following sizes of FRLS PVC insulated, copper conductor, single core cable in recessed, PVC medium duty conduit as required. 2 x 2.5 sqmm with 2.5 sqmm earth wire
Note: Only ISI marked conduits & cables shall be used.
200
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SUPPLY & FIXING OF RECESSED PVC CONDUITS: Supply and fixing of following size of PVC conduit along with the accessories in recess including cutting the wall and making good the same in case of recessed, conduit as required: 20mm
Note: Only ISI marked conduits shall be used.
200
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SUPPLY & FIXING OF PVC CASING / CAPING: Providing and fixing following size of PVC casing and caping on surface as required. 50 mm x 20 mm
Note: Only ISI marked caping and casing shall be used.
200
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m 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: Ordinary rock
2.1
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:1½:3 (1 Cement : 1½ coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
9.21
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived fromnatural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.4
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand).
12.65
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Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade - Area of slab over 0.50 sqm
18
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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
126
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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 and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
20.16
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
60
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick.
4
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved brand and manufacture, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cemet slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clip of required thickenss, levelling system and rubber mallet for placing the tiles gently and easily: Glazed vitrified floor tile polished finish of size - Size of Tile
600x600 mm.
52
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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement: 6 fine sand).
210
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Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
210
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Finishing walls with water proofing cement paint of required shade - New work (Two or more coats applied @ 3.84 kg/10 sqm).
161
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Finishing walls with Acrylic Smooth exterior paint of required shade - New work (Two or more coat applied @1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
140
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade - Two or more coats on new work.
70
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Cleaning of terrace/ loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of engineer-in-charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stenchil or old date is not removed deduction will be made @Rs0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account).
2000
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Disconnecting damaged overhead / terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge.
2
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Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr 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 up to -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 - 3 mm thick.
52
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge: Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
2.7
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
3.24
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar.
7.36
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Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead: For thickness of tiles 10 mm to 25 mm.
49
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Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: Above 150 mm dia up to 300 mm dia.
40
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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
140
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Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge.
8
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved.
20
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Supplying and stacking at site: Over burnt (Jhama) brick aggregate 120 mm to 40 mm
2.7
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Supplying and stacking at site: Good earth.
7.1
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Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. Pan with ISI marked white solid plastic seat and lid.
3
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Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required: Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.
5
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White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked.
5
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Providing and fixing 8mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer-in-charge.
3
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Providing and fixing 600 x 450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
7
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Providing and fixing soil, waste and vent pipes : 100 mm dia - Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.
35
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Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100 mm dia - Sand cast iron S&S as per IS - 3989.
10
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Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms.
5
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Providing and fixing PTMT Bottle Trap for Wash basin and sink: Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260gms.
10
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Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. weighing not less than 105 gms.
5
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Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour: 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms.
5
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings 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 of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work including cutting chases and making good the walls etc: 25 mm nominal dia pipes.
115
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Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: 25 mm nominal bore.
2
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Providing and fixing gun metal non - return valve of approved quality (screwed end) : 25 mm nominal bore - Vertical.
4
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2000
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Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. - 15 mm nominal bore.
5
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Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 - 15 mm nominal bore.
16
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Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore.
10
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Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour: 15 mm nominal bore with 45cm length.
15
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Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour: 25mm nominal bore. Weighing not less than 62 gms.
20
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 100 mm diameter S.W. pipe.
35
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Providing and fixing square-mouth S.W. gully trap class SP 1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 100x100 mm size P type - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
6
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Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 100 mm diameter.
30
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 100 mm dia. R.C.C. Pipe
35
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Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
3
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion - Powder coated aluminium (minimum thickness of powder coating 50 micron).
10
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) - Powder coated aluminium (minimum thickness of powder coating 50 micron).
10
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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. (Cost of aluminium snap beading shall be paid in basic item):
5
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-
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Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete - up to 5mm depth and 5 mm width.
71
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Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete: 255 X 19 mm.
6
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Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in Charge Powder coated minimum thickness 50 micron aluminium
tubular handle bar.
4
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-
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Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
5
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-
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Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete: Powder coated minimum thickness 50 micron aluminium.
6
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Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle,lock and stopper etc.to be paid separately).
4.62
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Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M 25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four no longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
10
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