Tender For Miscellaneous Works At Water Metro Terminals For Kochi Water Metro Project
Tender Value
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Bid Submission
22 Oct 2026
26 days left
EMD
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Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
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Competition Type
NCB
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Tender
Location / State
Ernakulam → Kerala
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Not Available
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Not Available
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Project Description
Tender for Miscellaneous Works At Water Metro Terminals For Kochi Water Metro Project
BOQ
| Sl. No. | Item Description |
| 1 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 2 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 7 | Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 8 | Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 9 | Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 10 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 11 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 12 | Providing and laying in position machine batched and machine 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 but excluding the cost of centering, shuttering, finishing and 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. Note:- Cement content considered in this item is @ 380 kg/ cum. All work upto plinth level |
| 13 | Providing and laying in position machine batched and machine 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 but excluding the cost of centering, shuttering, finishing and 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. Note:- Cement content considered in this item is @ 380 kg/ cum.All work above plinth level upto floor V level |
| 14 | Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 20 cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 15 | Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete |
| 16 | Providing and laying damp-proof course 50mm thick with cement concrete1:2:4 (1 cement: 2coarse sand (zone III) : 4 graded stone aggregate of 20mm nominal size) including cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as directed by the Engineer- in-Charge |
| 17 | Providing and applying a coat of residual petroleum bitumen of grade VG 10 of approved quality using 1.7kg per square metre on damp -proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil including cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as directed by the Engineer-in-Charge |
| 18 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 19 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 20 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 21 | 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) |
| 22 | Wall painting with acrylic emulsion interior paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 23 | Providing, supplying, detailing, fabricating, transporting, erecting and aligning structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels. |
| 24 | Providing, supplying, detailing, fabricating, transporting, erecting and aligning steel work in built up tubular sections YST 310 grade including cutting, hoisting, fixing in position, welded and bolted and applying two coats of aliphatic acrylic PU paint (DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels. |
| 25 | Providing and fixing of 50mm thk puff sandwich roof panel sheet .The cost includes conveyance of all materials, fixing,labour charges ,lead,lift and other necessary hardwares etc complete as directed by Enginee-in-charge |
| 26 | Providing and fixing Upvc rain water gutter of size 18cm*17cm*14cm with iron brackets 20x6mm including necessary connections with chains for rain water down takeincluding all materials, labour charges etc complete. |
| 27 | Vitrified tile(600x600) flooring (off white shade), 10-12 mm thick with water absorbtion less than 0.08% of first quality confirming to IS:15622 with each tile having abrasion resistance less than 144 cubic mm,breaking strength greater than or equal to 3500N, scratch hardness minimum 6, which is stain resistant and chemical resistant of approved make, shade and pattern laid with cement based high polymer modified quickset adhesive conforming to IS:15477, in minimum 6mm thickness (as per manufactures' specification) having spacers 3mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980 ,including cost and conveyance of all materials, labour charges,lead, lift, curing, etc, complete and tile protection till handover as directed by Engineer-in-Charge at all levels. The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose. |
| 28 | Vitrified tile skirting/dadoing (off white shade) (600x600) mm,10-12mm thick with water absorbtion less than 0.08% of first quality confirming to IS:15622 with each tile having abrasion resistance less than 144 cubic mm, breaking strength greater than or equal to 3500N, scratch hardness minimum 6, which is stain resistant and chemical resistant of approved make, shade and pattern laid with cement based high polymer modified quickset adhesive confirming to IS:15477, in minimum 6mm thickness (as per manufactures' specification) having spacers 3mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980, including cost and conveyance of all materials, labour charges,lead, lift, curing, etc, complete as directed by Engineer-in-Charge at all levels.The rate includes cutting the sharp edges of tiles with specialised machinery wherever required .The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose. |
| 29 | Providing and fixing 18 mm 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, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), 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 |
| 30 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5 mm thick tapered edge gypsum moisture resistant board |
| 31 | Providing and fixing of steel door as per scope and technical specification and other necessary hardwares .The cost includes conveyance of all materials, labour charges ,lead,lift etc complete as directed by Engineer.Steel door with vision panel - 1.20 x 2.10 m |
| 32 | Providing and fixing of steel door as per scope and technical specification and other necessary hardwares .The cost includes conveyance of all materials, labour charges ,lead,lift etc complete as directed by Engineer.Steel door 1.00 x 2.10 m |
| 33 | 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, Aluminnium 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 34 | 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) |
| 35 | Providing and fixing glazing in aluminium doors,windows,ventilator shutters,partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directon of Engineer-in-Charge at all levels,6mm thick toughened glass |
| 36 | Providing & fixing flashing of required width as per manufacturer specification and as directed by engineer in charge. |
| 37 | Providing & fixing 8 mm thick (exterior grade) cement fibre board panels in required profile over existing wall / Aluminium framework to a height up to 10 m using brass crews and additional adhesive for extra caution . (Aluminium framework will be measured and paid separately under relevant items) . Cement fibre board shall be finished with 2 or more coats of emulsion paint of approved shade over 2 coats ofcement primer . Screw heads shall match the same finish and colour of the board with putty and paint /powder coating. The rateshall include cost and conveyance of all materials ,labour,scaffolding ,lead ,lift etc complete at all levels as directed by the Engineer- in-Charge .(Painting will be measured and paid separately under relevant items) |
| 38 | Supply of indoor surface mounted LED Batten with Extruded aluminium housing and Polycarbonate Diffuser ,along with driver,system wattage of 20+/-2 Watts (single lamp) ,lumen output of lamp not less than 1900 lumen, power factor >= 0.9,rated life of L70 @ 50,000 hours, system efficacy greater than or equal to 95 lumen/watt, cool day light and including all the necessary accessories as required complete.Make:- Cat No: Philips Astra BN150W LED20S-6500 PSE OD GR or LT Wand WO1857S000 or Wipro LL20-281-XXX-65AL1 or equivalent approved make |
| 39 | Supply of following sizes of 1200 mm sweep. 5 star rated ceiling fan, with double ball bearing, Aluminium pressure die cast body with Aluminium blades, canopies, hanging shackle, 30 cm down rod and without speed regulator suitable for 240V 50 HZ, AC supply confirms to IS 374/1979 as required complete. (Make crompton-ENTRUST50 or equivalent approved make). |
| 40 | Supply of 450 mm size wall mounting oscillating type fan having three speed control, oscillation control at bottom and suitable for operation on single phase 230 volt, 50Hz AC supply complete with continuous duty motor, chrome plated front and rear gaurds and all accessories as required complete.(Make: CG Vortex air circulator 450mm or equivalent approved make). |
| 41 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. |
| 42 | Supplying and fixing following modular switch/ socket with modular plate & cover on surface or in recess, including proving and fixing suitable size GI box,inter connection etc as required complete. 6 pin 15/16 amp socket outlet |
| 43 | Supplying and fixing following modular switch/ socket with modular plate & cover on surface or in recess, including proving and fixing suitable size GI box,inter connection etc as required complete. 15/16 amp switch |
| 44 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. |
| 45 | Supply & Laying of following size 1.1 KV grade XLPE insulated, PVC sheathed, FRLS armoured Aluminium /copper conductor cable conforming to IS 7098 (Part 1) amended upto date.3C 4 Sq.mm Cu |
| 46 | Supply and fixing of WASH BASIN- WHITE COLOUR incluidng Bottle trap, angle cock, Pillar tape, waste pipe. |
| 47 | Supplying, fixing, testing and commissioning of Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall32mm nominal dia |
| 48 | Supplying, fixing, testing and commissioning of 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.25mm nominal dia |
| 49 | Providing and fixing SS floor trap of 110mm outer dia including SS cockroach free floor grating with cup, PVC multitrap etc. complete, testing and commissioning to the satisfaction of Engineer in Charge at all levels. |
| 50 | Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge.75 mm dia |
| 51 | Supply,installation ,testing and comissioning of maintenance free earthing using 4 mtrs length,20mm dia 250 microns molecularly copper bonded steel rod, stainless stell connectors and fasteners for connecting earth strip.The earth electrode shall be filled with earth enhancing compound (12.5 kg mineral compound / 22.6 kg low resistivity graphite compound).FRP (UFE FRP)Earth electrode inspection chamber with heavy duty cover should be used to cover the Earth Rod. The dimension shall be 300mmx 300mmx 300mm with a weight bearing capacity of 15KN.The item shall be inclusive of installation charges,including digging bore,providing all required accessories like terminal connector,screw for fixing earth pit cover etc. |
| 52 | Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500V3/or equivalent for rebar fixing with 12 mm. Embedment depths of 120mm as mentioned from the Structural consultants, including supplying of two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The chemical shall be having approval to be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels. |
| 53 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 54 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) |
| 55 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 56 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 57 | Dry Rubble PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. |
| 58 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 59 | Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 60 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 61 | Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 62 | Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 63 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 64 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and 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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level |
| 65 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and 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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level |
| 66 | Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 20 cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 67 | Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete |
| 68 | Providing and laying damp-proof course 50mm thick with cement concrete1:2:4 (1 cement: 2coarse sand (zone III) : 4 graded stone aggregate of 20mm nominal size) including cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as directed by the Engineer- in-Charge |
| 69 | Providing and applying a coat of residual petroleum bitumen of grade VG 10 of approved quality using 1.7kg per square metre on damp -proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil including cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as directed by the Engineer-in-Charge |
| 70 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 71 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 72 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 73 | 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) |
| 74 | Wall painting with acrylic emulsion interior paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 75 | Providing, supplying, detailing, fabricating, transporting, erecting and aligning structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels. |
| 76 | Providing, supplying, detailing, fabricating, transporting, erecting and aligning steel work in built up tubular sections YST 310 grade including cutting, hoisting, fixing in position, welded and bolted and applying two coats of aliphatic acrylic PU paint (DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels. |
| 77 | Providing and fixing of 50mm thk puff panel sheet .The cost includes conveyance of all materials, Fixing ,labour charges ,lead,lift and other necessary hardwares etc complete as directed by Enginee-in-charge |
| 78 | Providing and fixing Upvc rain water gutter of size 18cm*17cm*14cm with iron brackets 20x6mm including necessary connections with chains for rain water down takeincluding all materials, labour charges etc complete. |
| 79 | Vitrified tile(600x600) flooring (off white shade), 10-12 mm thick with water absorbtion less than 0.08% of first quality confirming to IS:15622 with each tile having abrasion resistance less than 144 cubic mm,breaking strength greater than or equal to 3500N, scratch hardness minimum 6, which is stain resistant and chemical resistant of approved make, shade and pattern laid with cement based high polymer modified quickset adhesive conforming to IS:15477, in minimum 6mm thickness (as per manufactures' specification) having spacers 3mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980 ,including cost and conveyance of all materials, labour charges,lead, lift, curing, etc, complete and tile protection till handover as directed by Engineer-in-Charge at all levels. The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose. |
| 80 | Vitrified tile skirting/dadoing (off white shade) (600x600) mm,10-12mm thick with water absorbtion less than 0.08% of first quality confirming to IS:15622 with each tile having abrasion resistance less than 144 cubic mm, breaking strength greater than or equal to 3500N, scratch hardness minimum 6, which is stain resistant and chemical resistant of approved make, shade and pattern laid with cement based high polymer modified quickset adhesive confirming to IS:15477, in minimum 6mm thickness (as per manufactures' specification) having spacers 3mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980, including cost and conveyance of all materials, labour charges,lead, lift, curing, etc, complete as directed by Engineer-in-Charge at all levels.The rate includes cutting the sharp edges of tiles with specialised machinery wherever required .The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose. |
| 81 | Providing and fixing of steel door as per scope and technical specification and other necessary hardwares .The cost includes conveyance of all materials, labour charges ,lead,lift etc complete as directed by Engineer. |
| 82 | Steel door - 0.90 x 2.10 m |
| 83 | Steel door with vision panel - 1.20 x 2.10 m |
| 84 | Steel door with vision panel - 0.90 x 2.10 m |
| 85 | 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, Aluminnium 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 86 | 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) |
| 87 | Providing and fixing glazing in aluminium doors,windows,ventilator shutters,partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directon of Engineer-in-Charge at all levels,6mm thick toughened glass |
| 88 | Providing & fixing flashing of required width as per manufacturer specification and as directed by engineer in charge. |
| 89 | Providing & fixing 8 mm thick (exterior grade) cement fibre board panels in required profile over existing wall / Aluminium framework to a height up to 10 m using brass crews and additional adhesive for extra caution . (Aluminium framework will be measured and paid separately under relevant items) . Cement fibre board shall be finished with 2 or more coats of emulsion paint of approved shade over 2 coats ofcement primer . Screw heads shall match the same finish and colour of the board with putty and paint /powder coating. The rateshall include cost and conveyance of all materials ,labour,scaffolding ,lead ,lift etc complete at all levels as directed by the Engineer- in-Charge .(Painting will be measured and paid separately under relevant items) |
| 90 | Supply of indoor surface mounted LED Batten with Extruded aluminium housing and Polycarbonate Diffuser ,along with driver,system wattage of 20+/-2 Watts (single lamp) ,lumen output of lamp not less than 1900 lumen, power factor >= 0.9,rated life of L70 @ 50,000 hours, system efficacy greater than or equal to 95 lumen/watt, cool day light and including all the necessary accessories as required complete.Make:- Cat No: Philips Astra BN150W LED20S-6500 PSE OD GR or LT Wand WO1857S000 or Wipro LL20-281-XXX-65AL1 or equivalent approved make |
| 91 | Supply of following sizes of 1200 mm sweep. 5 star rated ceiling fan, with double ball bearing, Aluminium pressure die cast body with Aluminium blades, canopies, hanging shackle, 30 cm down rod and without speed regulator suitable for 240V 50 HZ, AC supply confirms to IS 374/1979 as required complete. (Make crompton-ENTRUST50 or equivalent approved make). |
| 92 | Supply of 450 mm size wall mounting oscillating type fan having three speed control, oscillation control at bottom and suitable for operation on single phase 230 volt, 50Hz AC supply complete with continuous duty motor, chrome plated front and rear gaurds and all accessories as required complete.(Make: CG Vortex air circulator 450mm or equivalent approved make). |
| 93 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. |
| 94 | Supplying and fixing following modular switch/ socket with modular plate & cover on surface or in recess, including proving and fixing suitable size GI box,inter connection etc as required complete. 6 pin 15/16 amp socket outlet |
| 95 | Supplying and fixing following modular switch/ socket with modular plate & cover on surface or in recess, including proving and fixing suitable size GI box,inter connection etc as required complete. 15/16 amp switch |
| 96 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. |
| 97 | Supply & Laying of following size 1.1 KV grade XLPE insulated, PVC sheathed, FRLS armoured Aluminium /copper conductor cable conforming to IS 7098 (Part 1) amended upto date.3C 4 Sq.mm Cu |
| 98 | Supply and fixing of WASH BASIN- WHITE COLOUR incluidng Bottle trap, angle cock, Pillar tape, waste pipe. |
| 99 | Supplying, fixing, testing and commissioning of Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall32mm nominal dia |
| 100 | Supplying, fixing, testing and commissioning of 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.25mm nominal dia |
| 101 | Providing and fixing SS floor trap of 110mm outer dia including SS cockroach free floor grating with cup, PVC multitrap etc. complete, testing and commissioning to the satisfaction of Engineer in Charge at all levels. |
| 102 | Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge.75 mm dia |
| 103 | Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded incement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs withG.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid forseparately). |
| 104 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint ofapproved shade over a coat of primer (Priming & Painting to be paid for separately). |
| 105 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in oppositedirection for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 106 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to given an even shade:New work (two or more coats) including coat of approved steel primer but excluding a coat of mordant solution. For Chain link Fencing |
| 107 | By engaging the labour roller for the foldable gate in the unpaid area to rectified . The rusted area of the gate scrubbed and repainted with same colour. |
| 108 | Engaging labour for removing and refixing the existing signage board in the unpaid area to the suitable area as per the instruction of Engineer in Charge |
| 109 | Vitrified tile(600x600) flooring (off white shade), 10-12 mm thick with water absorbtion less than 0.08% of first quality confirming to IS:15622 with each tile having abrasion resistance less than 144 cubic mm,breaking strength greater than or equal to 3500N, scratch hardness minimum 6, which is stain resistant and chemical resistant of approved make, shade and pattern laid with cement based high polymer modified quickset adhesive conforming to IS:15477, in minimum 6mm thickness (as per manufactures' specification) having spacers 3mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980 ,including cost and conveyance of all materials, labour charges,lead, lift, curing, etc, complete and tile protection till handover as directed by Engineer-in-Charge at all levels. The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose.Balance work in Staff lounge |
| 110 | Providing and applying plaster of paris putty in level and finishing with the painting at the Pontoon & PCS area ( Approx area of 2 sqm) |
| 111 | The rusted steel section of staff lounge window scrubbed and cleaning and Apply Paint to to the steel section |
| 112 | Proper floor finishing at pontoon and PCS area |
| 113 | Level difference rectificatiob in the uneven flooring at the entry/exit to gang way area |
| 114 | Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials,labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels.In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. Frame work between the gap between door frame and roof. |
| 115 | Rectification of wall cracks formed near the SCR by chipping the crack the filling with cement mortar and finishing with the paint. |
| 116 | Closing of Gap between door frame and wall tile in the gents & Ladies toilet by applying cement based putty and finishing the paint with same colour. |
| 117 | Dismantling the broken vision glasss and replacing with new 4 mm vision panel glass for UPS room steel door ( Approx clear size is 40cm x 40 cm) |
| 118 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.For Pump room |
| 119 | Provide and fixing the outlet for the water tray in the unpaid area ( Flexible 15 mm hose with approximate 2 m length) |
| 120 | Filling the gaps in the skirting with cement mortar in the Outside AVM area of approximate 3 m in length |
| 121 | Engaging labour with SS welding equipment for fixing the SS end cap to the handrail main pipe in the unpaid area |
| 122 | Engaging labour for removing the rust in manhole cover(1 nos) by buffing at over head tank and painted the manhole and refix the manhole in correct postion |
| 123 | Scrubbing and removing old paint and repaint the steel staircase sections with the same colour. |
| 124 | Providing and fixing 110 mm PVC end cap in rain water drop pipe in the roof near DG room. All works are inclusives of scaffolding. |
| 125 | Filling the gaps between door and frame in SCR room with plaster of paris putty and painting the side with good finish. |
| 126 | Water leakage in the SCR room to be rectified by flashing/water proofing the joints ( Approx 1 m in length) |
| 127 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.For SCR room |
| 128 | Engaging skilled labour to correct the aluminium door and door frame aligment in the SCR room including all works. |
| 129 | Water leakage from the cable trays cutouts in the electrical room arrested by providing flashing and cement mortar bund in the area (Approx length 5m) |
| 130 | Water leakage from the cable trays cutouts in the Server room arrested by providing flashing and cement mortar bund in the area (approx length of 10m) |
| 131 | Rectification of wall cracks formed near the UPS room door by chipping the crack the filling with cement mortar and finishing with the same paint . (Approx length of 6m) |
| 132 | Providing and applying external paint in the fire room floor as per in instruction from Engineer in Charge |
| 133 | Providing and fixing mild steel plate to close the cutout in the DG room area as per the direction from Engineer in Charge. |
| 134 | Finishing the dressing room wall with cement based putty and paint with level finish as per the direction of Engineer in Charge. (Approx area of 18 sqm) |
| 135 | Supplying and fixing 600x600mm size C.I. cover with frame(heavy duty) for manholes(Total weight of cover and frame to be not less than 210 kg including cost and conveyance of all materials, labour charges, lead, lift, all taxes, sundries, etc., complete as directed by the Engineer-in-Charge at all levels |
| 136 | A proper level at main entrance gate to avoid the hitting of vehicles bottom by removing paver block and leveling with extra granular sub base and relaying the paver block in the entrance area. End of the paver block to be concreted (Approx area of 30 sqm) |
| 137 | Providing and applying 2 coats an acrylic polymer modified elastomeric cementitious water proof coating on roof slab , gutter ,OHT,SUMP etc which shall be mixed as per manufacture's technical specification, after thoroughly cleaning the surface by mechanical means to making it free of any loose mortar,unsound substrate,\\"V\\" grooves cut along the construction joints, cracks and joints of slab/wall on the external face and the same shall be filled with polymermodified mortar( CM 1:3 mixed with approved water proofing compound in the proportion recommended by the manufacturers), cracks in the slab (if any), pressure grouting wherever necessary by injecting mixed with approved expanding agent using pressure grouting pump with a pressure of 3 to 4kg/sqm ,strictly maintaining the coverage specified by the manufacturer, including cost and conveyance of all materials,labour charges etc complete as directed by the Engineerin- Charge .(The above work shall be carriedout by an agency having sufficient experience in membrane water proofing and should ensure a guarantee of 5 years. .Only skilled and experienced persons shall be employed for this purpose.)Terrance area |
| 138 | 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)Pump room |
| 139 | Providing and fixing steel work and Cement fibre board in the void space infront of pump room. |
| 140 | Covering of dressing room with Cement fibre board and aluminum frame (Approx area of 10 Sqm) |
| 141 | Supply and Installation of Design Printed Stickers(UV HQ 3 Layer Clear Vinyl Print) Pasting on Existing Glass (3M IJ - 40 - 114 Material) including the cost of all materials,labour etc. complete |
| 142 | Type 1 Shore Protection Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.Boulder Laid Dry Without Wire Crates. |
| 143 | Type 2 Shore Protection Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. |
| 144 | Type 2 Shore Protection Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 145 | Type 2 Shore Protection Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and 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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level |
| 146 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 147 | Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 148 | Random rubble masonry with hard stone in foundation , shore protection and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 149 | RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation , shore protectionand plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto required level. |
| 150 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.Boulder Laid Dry Without Wire Crates. |
| 151 | Hire charge for pontoon mounter excvator for mobilising rubble and another works |
| 152 | Rectification of wall cracks formed near the PCS gate by chipping the crack the filling with cement paste and finishing with the paint(approx area of 1 sqm) Ref Drawing CHE 1 |
| 153 | Arresting the leakage observed through rain water water gutter by sealing with weather sealent as per the direction from Engineer in Charge |
| 154 | Extend the drinking water overflow pipe for the OHT upto the ground level with upvc pipe of suitable dia ( approx dia of 75 mm length of 4m) |
| 155 | Steel door alignment to be corrected and fixed the door properly by engaging skilled labour as per the firection of Engineer in charge |
| 156 | The gap between aluminium and steel frame to be closed by providing and fixing aluminium pressure plate and applying weather sealent in the gaps at Gangway area (approximate length of 6 m) |
| 157 | The plastering patch work for the AC outlet pipe and finishing with paint as per the direction of Engineer in Charge ( approx area of 5 sqm) |
| 158 | The projected screws near the gangway removed by engaging labour with suitable machineries as per the direction of Engineer in Charge |
| 159 | Provide and fixing the rain water downpipe (pvc 110 mm dia) up to the ground level approx 4.5 m in height as per the direction of Engineer in Charge. Rate inclusives of all works |
| 160 | The repainting work of staff lounge area wall with same colour (10 sqm), providing door stopper for the door ( 1 nos ) and replacing the wash basin tap with new one( 15 mm nominal dia) |
| 161 | Repalce the old aluminium door lock with new one for the guard room as per the direction of Engineer in charge |
| 162 | Providng and fixing the door stopper for the server room as per the direction of Engineer in Charge |
| 163 | Engaging the electrian / technician to rectify the signage electrical connections as per the direction of Enginner in Charge |
| 164 | Providing and fixing the door stopper for the DG room Door as per the direction of Engineer in Charge |
| 165 | Providing mechanical device for rolling shutters motorised with side motor with push button switches ,remote control system and chain for manual operation ,etc. as directed by the Engineer-in-Charge at all levels including all necessary power connection arrangment.For Entrance rolling shutter |
| 166 | Back side of the DG room to be covered using ACP cladding of external grade with proper supporting (With steel & Aluminium) to restrict the water ingression towards DG area (Approx area of 15 sqm) |
| 167 | Provide skirting with vitrified tile in the change room, External 1 & 2 room including all material labour and consumables as per the direction of Engineer in Charge (Approx length of 20 m) |
| 168 | Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials,labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels.In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.Providing steel grill for SCR room windows. |
| 169 | Providing flashing/water proofing to arrest the leakage from the OHT tank puddle flange ( flashing to be provided all round the flange) as per the direction of Engineer in Charge |
| 170 | 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)Area near security room |
| 171 | Gap between floor and fire door to be closed with cement motor/concrete bund as per the direction of Engineer in Charge |
| 172 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 173 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 174 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 175 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 176 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and 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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.Concrete of M30 grade with minimum cement content of 380 kg /cumAll work upto plinth level |
| 177 | Providing, supplying, detailing, fabricating, transporting, erecting and aligning steel work in built up tubular sections YST 310 grade including cutting, hoisting, fixing in position, welded and bolted and applying two coats of aliphatic acrylic PU paint (DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels. |
| 178 | Providing and fixing of 50mm thk puff panel sheet .The cost includes conveyance of all materials, Fixing ,labour charges ,lead,lift and other necessary hardwares etc complete as directed by Enginee-in-charge |
| 179 | Providing and fixing bituminous membrane water proofing for the required area as per the specification. All works are inclusives of material , labour and accessories and work in all levels ' |
| 180 | Providing and fixing Butyl tape on roof for the required area as per the specification. All works are inclusives of material , labour and accessories and work in all levels ' |
| 181 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.For Pump room |
| 182 | Fabricating and supplying MS lever for rolling shutter of Length 1.5 m for push & pull electrical room rolling shutter as per the direction of Engineer in Charge |
| 183 | Patch work to be done by providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete includes scaffolding.Ouside front portion of VHF tower |
| 184 | TCR room false ceiling gap at the cable laying portion to be closed by providing grid type Gypsam ceiling (For one grid of size 60cmx60cm) as per the direction of Engineer in Charge |
| 185 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. In TCR room |
| 186 | Engaging the Steel fabricator to fix the Stainless steel handrail end plate properly on the section ( Including all machinery) as per the direction of Engineer in Charge. |
| 187 | Provide and fixing chromium plated brass 100 mm mortice latch door lock with pair handle and and fixing existing door stopper for the new guard room aluminium door. Rate inclucives for all machinery,material & labour. |
| 188 | Close the gap between windows and wall with plaster of paris putty and finish with the paint as per the direction of Engineer in Charge( Approx 3 sqm) |
| 189 | Alumininum entrance door alignment to be correct by engaging the fabrication labour with all machinerey as per the direction of Engineer in Charge. |
| 190 | The water leakage from the roof to be arrested by providing flasing by proper inspecting the joints in the Paid area, unpaid area, Janitor room, Entrance (Approx area of 30m) including all charges & as per direction of Engineer in Charge. |
| 191 | Supply and providing brass tap of 15 mm nominal dia at external entrance area |
| 192 | The undulated plastering to be finished with putty and painting work in the toilet area |
| 193 | Engaging the plumber to rectify the drain value in over head tank as per the direction of Engineer in Charge. |
| 194 | Lettering with black Japan pint of approved brand and manufacture for UG & OH tank (Domestic tank,Non Domestic tank,Fire tank & Capacity to be marked of average letter height of 4 cm) |
| 195 | Deep cleaning for Overhead tank by draining out the water completely and all debris & fungal to be removed from the tank. All works as per the direction of Engineer in Charge ( Approx plan area of 15 sqm) |
| 196 | Providing and fixing PVC vent cowl by extending the pipe upward (20cm)as directed by Engineer-in-Charge at all levels.75 mm dia for OHT (4 nos) |
| 197 | The over flow pipe from the OHT tank to be extended up to rain water gutter(Approx 5m) - 75 mm dia PVC pipe . All inclusives of coupling of joints, supply of material, labour etc |
| 198 | Providing and fixing a Pair of Lever Handle with Sash lockand EPC 60mm length with both side key operation of approved quality with necessary screws etc. complete including cost and conveyance of all materials,labour charges ,lead,lift etc complete as directed by Engineer .in Commercial space (2 sets ) |
| 199 | Providing and fixing suitable size FRP manhole cover for the parking area KWA water meter chamber ( Size of 600x600 mm or nearby) |
| 200 | Finishing walls with Acrylic Smooth exterior paint of required shade . Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface |
| 201 | Engaging labour for fixing terminal entrance area ACP sheet in line and level of length of 10m as per the direction of Engineer in Charge. |
| 202 | Providing and fixing PVC vent cowl to pipe already fixed as directed by Engineer-in-Charge at all levels.75 mm dia - External area |
| 203 | Dismantling the damaged retaining wall near gangway and reconstruct the RCC retaining wall including steel. Joints to the nearby structure to be provided ( Length of 2 m) |
| 204 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. ( Staff launch, TCR, Disaabled toilet) |
| 205 | Engaging labour for clearing the debris in OHT cover slab and dispose the material as per the instruction from Engineer in Charge. |
| 206 | Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials,labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels.In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.For SCR room Grill works |
| 207 | Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials,labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels.In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.Near Pontoon Area Window |
| 208 | Supply and installation of portable room made of cement fibre board and steel frame works with all the finishing, door and window opening . Size of the room 2mx2.5 m - Feeding room |
| 209 | Providing and fixing wall hanging wash basin in janitor room , including SS tap, Angle valve, Water connector & Waste coupling. All inclusives of provding water line & waste water line to the wash basin. |
| 210 | Supply and installation of water level indicator with electronic integrated circuit and necessary accessories etc complete as directed by the Engineer in charge at all levels |
| 211 | Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials,labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels.In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.For OHT side handrail Works |
| 212 | Cement mortar bund wall to be provided around the manhole location ( 3 manhole of size 60x60cm allround) at the over head tank to prevents water ingress |
| 213 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white / yellow shade, including cleaning the surface of all dirt, scales oil, grease and foreign material etc. complete.New work (Two or more coats) |
| 214 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 215 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 216 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 217 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 218 | Providing and laying in position machine batched and machine 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 but excluding the cost of centering, shuttering, finishing and 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. Note:- Cement content considered in this item is @ 380 kg/ cum. All work upto plinth level |
| 219 | Providing, supplying, detailing, fabricating, transporting, erecting and aligning steel work in built up tubular sections YST 310 grade including cutting, hoisting, fixing in position, welded and bolted and applying two coats of aliphatic acrylic PU paint (DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels. |
| 220 | Providing and fixing of 50mm thk puff panel sheet .The cost includes conveyance of all materials, Fixing ,labour charges ,lead,lift and other necessary hardwares etc complete as directed by Enginee-in-charge |
| 221 | Providing and fixing bituminous membrane water proofing for the required area as per the specification. All works are inclusives of material , labour and accessories and work in all levels ' |
| 222 | Providing and fixing Butyl tape on roof for the required area as per the specification. All works are inclusives of material , labour and accessories and work in all levels ' |
| 223 | Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for rebar fixing with 12 mm. Embedment depths of 120mm as mentioned from the Structural consultants, including supplying of two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The chemical shall be having approval to be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels. |
| 224 | Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy MIO(Micaceous Iron Oxide) coating intermediate(DFT 100 microns), over one coat of epoxy mastic primer(DFT 100 microns), etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels.In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. |
| 225 | Providing and fixing stainless steel ( Grade 316 min 2.1mm wall thick) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 226 | Providing and applying 2 coats an acrylic polymer modified elastomeric cementitious water proof coating on roof slab , gutter ,OHT,SUMP etc which shall be mixed as per manufacture's technical specification, after thoroughly cleaning the surface by mechanical means to making it free of any loose mortar,unsound substrate,\\"V\\" grooves cut along the construction joints, cracks and joints of slab/wall on the external face and the same shall be filled with polymermodified mortar( CM 1:3 mixed with approved water proofing compound in the proportion recommended by the manufacturers), cracks in the slab (if any), pressure grouting wherever necessary by injecting mixed with approved expanding agent using pressure grouting pump with a pressure of 3 to 4kg/sqm,strictly maintaining the coverage specified by the manufacturer, including cost and conveyance of all materials,labour charges etc complete as directed by the Engineerin- Charge .(The above work shall be carriedout by an agency having sufficient experience in membrane water proofing and should ensure a guarantee of 5 years. .Only skilled and experienced persons shall be employed for this purpose.) |
| 227 | Providing and applying Conbextra GP2 packing (Fosroc) to fill gap as per drawing of approved brand and manufacture including all the cost and conveyance , materials to site, labour charges etc complete as directed by Engineer in charge |
| 228 | Supply of 20+/-2w LED Bulkhead fitting with die cast aluminium housing, PC diffuser and IP65 Protection suitable for operation on 230V 50Hz AC, wall / ceiling including giving connections with required length of 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire and making good the surface as required. (Make: Philips :WT202W led6s cw psu s2 PC or Crompton LBH-10-CDL or equivalent approved make) |
| 229 | Supply of following size 1.1 KV grade XLPE insulated, PVC sheathed, FRLS armoured Aluminium /copper conductor cable conforming to IS 7098 (Part 1) amended upto date.3C 2.5 Sq.mm Cu |
| 230 | Supplying and making end termination with brass compression gland and aluminium/Copper lugs for following size of XLPE insulated PVC sheathed aluminium/copper conductor cable of 1.1 kV grade as required. 3C 2.5 Sq.mm Cu |
| 231 | Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size on cable tray as required.Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 232 | Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size on wall surface as required.Cable size upto 35sq mm |
| 233 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 234 | Earth work in excavation in or under water by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 235 | Supply and Laying of geotextile(150GSM POLYPROPYLENE thermo Calendared - UV stabilised needle punched non woven geotextile (Equivalent to MORTH type III)) filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. |
| 236 | Providing and packing autoclaved aerated cement blocks (AAC blocks)with in excavated area. The block to be packed neatly in the area. The rate inclusive of material, labour, transportation, lifting & packing. |
| 237 | Brick flooring in filled area with bricks of class designation on a bed proper material including filling joints with jamuna sand, with common burnt clay non modular bricks |
| 238 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 239 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) |
| 240 | Demolishing brick/solid block 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 |
| 241 | Providing and laying reinforced cement concrete of M30 grade for various precast components such as beams, Slab of duct, fender block and other precast members etc. using graded course & fine aggregates excluding reinforcement work but including cost of materials, labour, mixing with Bipolar concrete penetrating corrosion inhibiting admixtures, shuttering, levelling, compacting, curing, installing all pipe support and mechanical/ electrical fittings, fixtures, steel work with necessary welding to reinforcement, anchoring into concrete, sleeves for fenders, pipes for electrical cables etc. complete and transporting the beams and placing in position to lines and levels including necessary bedding in cement mortar 1:2 etc complete, as per drawings, detailed specifications and directions of Engineer-inCharge. (Structural work fittings, fenders, mechanical equipment will be paid under separate items) - For Precast Slabs |
| 242 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. |
| 243 | 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand) |
| 244 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm |
| 245 | Providing and fixing 8 mm aluminum plate sheet between the existing concrete pile as per the drawing. The plate are mounted to the RCC pile with 120 mm long M12 SS bolt with chemical anchoring. Before fixing the plate the existing area to be cleared from debries. The work to be carried from the water side. All works are inclusives of material, fabrication, fixing, labour charges & working from water side. |
| 246 | Providing and applying approved grouting Material (Adhesive eporip IN or equalent) in proportion recommended by the manufacturer into cracks wider than 1 mm applied to the dry surface as per the specification. Complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approved grout applied.) |
| 247 | Providing and injexting approved grouting Material (Adhesive Epojet LV 40 or equalent) in proportion recommended by the manufacturer into cracks smallar than 1 mm applied to the dry surface as per the manufature & Technical specification. complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approved grout injected.) |
| 248 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 249 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 250 | Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 251 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. |
| 252 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 253 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 254 | Surface PreparationThe surface shall be cleaned thoroughly of all contaminants like dust,traces of curing compound, oil and grease. All surface imperfections and protrusions shall be removed and repaired. Structurally unsound and friable concrete must be removed and repaired with a suitable repairmortar. All the edges and corners shall be coved to the desired size for long lasting performance. All works are as per the direction from Engineer in charge |
| 255 | Crack TreatmentIdentified Cracks are Deeply opened in V Shape for the application of Seal and Flux which has excellent elastomeric properties and water repellency atmolecular level. All works are as per the direction from Engineer in charge |
| 256 | Chemical Waterproofing with mesh Cementious Coating + PU Coating, Primer coating using Fixroc bondaid, for deeply penetrates into the surface and seals hairline cracksand Pores. Rize uses, Alkali-resistant fiberglass mesh which has excellent properties including waterresistance, alkali- resistance, flexibility, softness and resistance to aging. Provide fibre glass mesh over the layer. This Fibre Glass Mesh acts a Bonding Agent Between Surface and Water proofing CompoundCementious CoatingCementious coating using Fixroc bond aid + Cemflex ultra / Brushbond RFSPU Treatment3 layer of PU (Polyurethane) coat Using Fosroc Brushbond Roof Guard/Fixroc Aquashield PU plus as applied over the cementious coating to creates an impermeable barrier between the elements and the surface it's covering. All works are carried out as per the direction from Engineer In charge. 10 year warrenty certificate to be provided. |
| 257 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer - in - chargeConcrete of M-15 grade with minimum cement content of 220 kg/cum) |
| 258 | Surface PreparationThe surface shall be cleaned thoroughly of all contaminants like dust,traces of curing compound, oil and grease. All surface imperfections and protrusions shall be removed and repaired. Structurally unsound and friable concrete must be removed and repaired with a suitable repairmortar. All the edges and corners shall be coved to the desired size for long lasting performance. All works are as per the direction from Engineer in charge |
| 259 | Crack TreatmentIdentified Cracks are Deeply opened in V Shape for the application of Seal and Flux which has excellent elastomeric properties and water repellency atmolecular level. All works are as per the direction from Engineer in charge |
| 260 | Chemical Waterproofing with mesh Cementious Coating + PU CoatingPrimer coating using Fixroc bondaid, for deeply penetrates into the surface and seals hairline cracksand Pores. Rize uses, Alkali-resistant fiberglass mesh which has excellent properties including waterresistance, alkali- resistance, flexibility, softness and resistance to aging. Provide fibre glass mesh over the layer. This Fibre Glass Mesh acts a Bonding Agent Between Surface and Water proofing CompoundCementious CoatingCementious coating using Fixroc bond aid + Cemflex ultra / Brushbond RFSPU Treatment3 layer of PU (Polyurethane) coat Using Fosroc Brushbond Roof Guard/Fixroc Aquashield PU plus as applied over the cementious coating to creates an impermeable barrier between the elements and the surface it's covering. All works are carried out as per the direction from Engineer In charge. 10 year warrenty certificate to be provided. |
| 261 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer - in - chargeConcrete of M-15 grade with minimum cement content of 220 kg/cum) |
| 262 | Environmental Social Health & Safety (ESHS)Environmental Monitoring and Reporting by NABC accredited lab for the parameters as specified Clause 12.2 & Clause 13 of Section-XI, Part-3 of RFP for Noise, Air, Water, Protection of Environment, Waste handling and Management, Traffic, Hazardous waste handling and Management etc including submission of Monthly of EHS/EMS Report, Submission of Inception report, Identification and mobilization of competent staff, Submission and Approval of ESHS Plan, ESHS Training and Submission of Induction reportPayment shall be paid as:A) 30% after 3 months from Date of LOA on regular submission of ESHS report and compliance with scope, technical specifications and ESHS requirementsB) 30% after 5 months from Date of LOA on regular submission of ESHS report and compliance with scope, technical specifications and ESHS requirementsC) 40% on completion of all Works & QHSE requirements Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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