Tender For Balance Architectural Works For Entry/Exit, Construction Of Civil & Architectural Works For Additional Escalators, Installation Of Inspection Platform At Different Pier Locations Etc, For Corridor - 4 Elevated Stations Of Cmrl Phase - Ii
Tender Value
45.78 Crore
Estimated cost
Bid Submission
04 Dec 2026
27 days left
EMD
45.79 Lakhs
Bank guarantee accepted
Document Fee
32000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chennai → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Balance Architectural Works For Entry/Exit, Construction Of Civil & Architectural Works For Additional Escalators, Installation Of Inspection Platform At Different Pier Locations Etc, For Corridor - 4 Elevated Stations Of Cmrl Phase - Ii
BOQ
| Sl. No. | Item Description |
| 1 | NOTE:1.Evaluation will be done by excluding GST Amount 2.GST calculated @ rate of 18% 3.The bid price shall be inclusive of all taxes excluding GST. The GST paid by the bidder shall be reimbursed by CHENNAI METRO RAIL LIMITED on production of the documentry evidence |
| 2 | SUMMARY OF PRICE BID |
| 3 | 2.0 Civil Works Note: During the Contract period including the extended contract period till the final completion of the works the contractor shall provide the following: PCC:- Providing and laying plain cement concrete, M15/20 grade as per approved design mix for Minimum 75/100mm thick PCC for levelling course below the foundations extending 75/100mm all round beyond n foundation. Rate shall include the preparation of surface to receive PCC ,cost of formwork, compacting, curing arrangements as required etc. complete using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer. Note:-Rate shal include excavation upto required depth and as directed complete as per approved drawing, specifications.Disposal / utilization of the excavated soil as per contractors own arrangements / choice including loading , transportation, unloading to any lead with all necessary safety / environmental compliances measures as defined in the relevant section of the contract document and as directed by Engineer-in-charge. Rate shall include preparing surface to receive PCC, and required dosage of admixture in concrete for obtaining required workability as per specifications and approval of Engineer-in-charge. RCC: Providing and laying in position M35/20 grade reinforced cement concrete for Entry-Exit structures including foundations, raft etc. including excavation, backfilling with good soil, removal of excess soil & debris, compaction of soil, centering, shuttering, propping, curing, sacrificial shuttering if required, necessary tools, plants, machinery and all related operations etc. for all heights using steel material for shuttering & steel props. Rate shall include cost of providing grooves, chamfers, moulding, cutout etc. in formwork/scaffolding & using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer. Rate shall include for vibration of concrete, curing, protecting from damage, making site good and placing in position of necessary fixtures, insert plates, sleeves for various purposes, shear connectors etc. complete as per drawings, specifications and as directed by the Engineer. The rate shall also include preparation of construction joints as per specification and providing approved wire mesh/weld mesh at such location as approved by Engineer or as shown in drawings. Reinforcement/shear connectors, insert plates shall be paid separately. RCC: Providing and laying in position M35/20 grade reinforced cement concrete for Entry-Exit structures including columns, beams, lintels, sills, walls, staircase, slabs etc., including centering, shuttering, propping, staging, scaffolding, curing, sacrificial shuttering as required, necessary tools, plants, machinery and all related operations etc. for all heights using steel material for shuttering & steel props. Rate shall include cost of providing grooves, chamfers, moulding, cutout etc. in formwork/scaffolding & using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer. Rate shall include for vibration of concrete, curing, protecting from damage, making site good and placing in position of necessary fixtures, insert plates, sleeves for various purposes, shear connectors etc. complete as per drawings, specifications and as directed by the Engineer. The rate shall also include preparation of construction joints as per specification and providing approved wire mesh/weld mesh at such location as approved by Engineer or as shown in drawings. Reinforcement/shear connectors, insert plates wire mesh/weld mesh shall be paid separately. Reinforcing Steel : 'Providing Thermo-Mechanically Treated (TMT) reinforcement steel of Fe-500D grade,conforming to IS1786 (latest) from approved list of supplier/s, including straightening, cutting, bending, tying, lapping of bars/ butt welding, placing including couplers, 18 gauge G.I. twin binding wire, after placing in position tying, lapping and /or welding wherever required and anchoring to the adjoining members including cost of all materials, bar bending charges, labour, lead & lifts etc. wherever necessary as per drawings complete as per specifications and as directed including welding involved towards stray current protection effects as per the system approved by Engineer.Note:-1. The cost quoted shall include, providing mechanical couplers, all types of laps, standard laps, chair, spacers etc., as required and nothing extra is payable on this account. (Laps and Wastages shall not be paid seperately). Providing and laying in position M20 grade Cement concrete as screed concrete as a base For Flooring works including any shuttering incidental to such works. Providing and laying 52 mm thick cement concrete flooring with 40mm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and 12mm thick top layer of hardcrete cement hardener mixed @ 2 litre per 50 kg of cement with acid resistant coating. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Blockwork & Plastering Providing and Laying Autoclaved aerated cement block masonry (AAC blocks) of strength not less than 50kg/sq.cms with cement mortar 1:4, including cost of materials, labour charges, scaffolding, curing etc., to complete at all levels and heights and as per specifications, drawings. Rate shall include providing and placing in position 2 Nos 8mm diaM.S. bars at every third course of masonry work. Rates shall be inclusive of mullion columns, fire stops, fire sealants, transom, angles,wall ties,clamps,cleats,etc., with all labour, material, tools and plants, all leads & lifts, etc and proper completiion of work as per instruction of Engineer. Providing and applying 12mm thick plaster in cement mortar 1:4 (1 cement : 4 fine sand); to internal surfaces of concrete and masonry works ,keeping the surface rough (with sponge) to receive finishing work or as required to receive specified architectural finish, to correct line, plumb and level to external faces of walls, including rounding off corners wherever required smooth rendering, including raking out joints, hacking concrete surfaces, preparing junctions of concrete / masonry by neat cleaning, pointing / grouting using non-shrink mortar and further grouting junctions by pressing square crush aggregate; preparing jambs, sills, grooves, pattas, wattas, rounding of corners, etc.including provision of corner beads to prevent accidental damage at all levels, heights, locations with all lifts and all leads, including scaffolding, cost of materials, labour, cleaning of surfaces, curing, etc. to complete as per specifications and as directed by the Engineer. Providing and applying minimum 18 mm thick external sand faced cement sand plaster in two coats, first coat to be 12 mm thick cement sand mortar 1:4 (1 cement : 4 coarse sand) and second coat to be 6 mm thick in cement sand mortar 1:3 (1 cement : 3 fine sand), including mixing approved pure acrylic based water proofing compound in the proportion recommended by the manufacturer in both the layers, keeping the surface of the base coat rough to receive sand faced treatment, finishing the surface, by taking out grains or keeping the surface rough (with sponge) to receive finishing work or as required to receive specified architectural external finish, to correct line, plumb and level to external faces of walls, soffits/ceiling if any, including preparing junctions of concrete / masonry by neat cleaning, pointing / grouting, raking out junctions of masonry and concrete and other dissimilar materials, hacking closely concrete surfaces, doing curing, cleaning, etc.at all levels, heights, locations with all lifts and all leads, including scaffolding, cost of materials, labour, cleaning of surfaces, curing, etc. to complete as per specifications and as directed by the Engineer. Ready mixed M-20 grade concrete for reinforced cement concrete work in chajjas, lintels, bends, plain window sills etc in superstructure including the cost of centering, shuttering, finishing etc complete (graded stone aggregate 20 mm nominal size). Reinforcement shall be measured separately. Glazing & Aluminium Work Structural Steel: Supply, Fabricating and erection at all heights to require profile and shape, transporting, erecting at all heights and fixing in position of structural work and applying a primary coat of approved steel primer including synthetic enamel paint as required including procurement of raw materials, bolts, nuts & washers (permanent arrangment for inspection, structural frame support for architectural members).Rate shall include all Labour, material, tools and plants consumable such as welding rods etc. shall be arranged by Contractor.( Shop drawings to be submitted before execution for approval of Engineer). Semi Unitized Structural Glazing System (Entry/Exit): Providing and fabricating structural glazing semi unitized system of approved make as per design, drawings and specifications using aluminium extrusions Sec.No - 22843 - 131mm x 67 mm x 2 mm of 1.73 Kgs/m for vertical and horizontal members and Section No - 22739 - 131 mm x 67 mm x 2 mm End Mullion of 0.759 kgs/m as outer frame, Powder coating to specified thickness in approved shade of approved make. Using 24 mm Planitherm Glazing (6mm Thk PLT Pristine White Clear Glass + 12mm Air Gap + 6 mm Thk ST167 Tinted Toughened Glass ) thick DGU soft coated performance glass (heat strengthened on the outer reflective surface) of approved colour and shade with all necessary accessories like ultra glass silicon sealant of space tape, masking tape, galvanised anchor bolts, machine screws, rate includes M.S. galvanised L brackets, structural sealant silting clocks fasteners, wall connection etc, complete. The structural glazing is to be fabricated as per drawings with partly fixed, partly openable and partly with aluminium louvers all as per the detailed drawings. The openable window shutters portion shall be fabricated with aluminium sections and powder coated to suit the other sections. The openable portion shall be provided with necessary heavy-duty stainless-steel stag and locking arrangements with necessary hinges. All the works should be completed as a whole item of work for all heights including all lead, lift, scaffolding etc. complete. However, nothing extra shall be payable to the contractors for using larger /heavier section than those given if found inadequate as per specifications and drawings.Note: Steel structural work required for structural glazing work which is the scope of Contractor and payment will be made under relevant BoQ item. Aluminium Composite panels: Providing and fixing external grade Aluminium Composite panels in all colours of approved brand for wall cladding at all heights and elevations including necessary aluminium composite panel consist of 3mm thermoplastic core of anti oxidant LDPE sandwitched between two skin of 0.5 mm thick alloy sheet making a total sheet thickness of 4 mm. The surface shall be finished with PDVF base coating on the top side and service coating on the reverse side shall be with a polymer paint. Coating shall confirm to ECCA of AAMA. The system shall design to withstand wind pressure of 200 Kg/sqm and shall be fixed to the masonry/RCC walls with necessary clamps, bracket and anchor fasteners.All Clamps and brackets shall be hot dip galvanised minimum 80 micron thick and confirmed to IS : 4759 - 1996. The extruded aluminium sections shall be anodised in approved colour with anodic coating minimum 50 microns.Extruded section shall be of 6063 T5 or T6 alloy confirming to ASTM B 221. (items include cost of aluminium frame, ACP Panels, Cramps 110mm size, weather sealent, gasket, foam, fixtures, scaffolding, all machineries and any other fastening straps, nuts, bolts, rivets, washers, etc. complete).Note: All structural steel support frame work which is the scope of Contractor and payment will be made under relevant BoQ item. |
| 4 | Aluminium Louvers: Providing, Fabrication and erection of extruded aluminium fixed louvers / aerofoil sections of approved shade and colour powder coated ( minimum thickness of coating 50 microns) with extruded aluminium subframe, extruded built up standard elliptical sections conforming to IS: 733 and IS: 1285 fixed with raw plugs and stainless steel screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt complete in all respect. Aluminium sections shall be smooth, rust free, straight, as per architectural drawings and the directions of Engineer-in-charge.etc. Note: All structural steel support frame work which is the scope of Contractor and payment will be made under relevant BoQ item. Roof sheet works Structural Steel - (Built-up & Tubular) - Providing, fabricating to required profile and shape, transporting, erecting and fixing in position at all levels of steel work conforming to IS 2062:2011 of Grade E410 BR / B0 including procurement & testing of all raw steel materials, HSFG all grades of bolts, nuts & washer, fasteners, fabrication, joining, welding, threading, sleeves etc.Allowance for all types of wastage's, straightening, cutting, bending of section wherever specified, drilling holes, bolting provision of necessary tools, testing etc. The rate shall also include required surface preparation (Sand Blasting) for application of Zinc Epilux or equivalent primers, and two coats of PU paint as per specifications. The rate shall also include supplying and providing of detailed fabrication drawings based on the GFC drawings, required for all permanent and temporary structures and their approval from Engineer in charge's prior to execution. The rate shall also include provision and installation of base plate, anchor bolts (measured in tonnes) etc. all as per relevant drawings, specifications and directions of engineer. Using standard plate sections, rolled sections, angles, channels, I sections, T sections, C sections, H sections, hollow round/square/rectangle sec etc., welded and built.The rate shall also include surface preparation like sand blasting, application of one coat of Zinc Silicate (DFT 75mm) and epoxy Zinc Phosphate (DFT 35mm) primer and one coat of Epoxy Zinc phosphate (DFT 35mm) paint ,Epoxy high build micaceous iron oxide coating polyamide cured DFT -90mm and two coats of Acrylic polyurethane finish alphatic,isocyanate cred DFT -30 mm as per technical specifications. Galvalume Roof Sheet - Supply and Fixing of colour coated profile sheet / Transparent profile sheet (10% to 20% of the quantity) of nominal 1015 mm effective cover width and nominal 28 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm centre-to-centre. The end rib shall be designed for anticapillary action, to avoid any seepage of water through the lateral overlap. The feed material shall be of 0.45 mm BMT (0.50mm TCT excluding paint thickness) steel- High tensile with min 550 MPa yield strength, metallic hot-dipped coated with Al-Zn alloy (55% Aluminium,43.5% Zinc, 1.5% Si ) as per AS1397 / IS15961 (min. 150 g/m2 total on both sides) with Super Durable Polyester steel XRW quality paint system of approved color, suitable for exterior application conforming to AS/NZS 2728 type-4 / IS15965 class 3. The sheet shall have a total coating thickness of 35 microns, super durable polyester quality paint system of 20 microns on exposed surface and 5 micron reverse polyester coat on back surface over 5 micron primer coat on both surfaces. The paint system should have stable resin & inorganic pigments for paint durability and Lead free for water harvesting. The steel sheet shall have brand marking of coated steel manufacturer (product details, date, mfg name, etc) on back side at regular interval confirming genuineness of the material. The steel sheet shall be fastened with nominal 40 pm zinc coated or nominal 25 p.m Zinc-Tin alloy coated, Hex head, self- drilling screw as per AS 3566-2002 Class 3 fasteners with EPDM washer and also as per the requirement considering the profile shape and design load. The profile sheet, fastener size etc. shall be approved by the Engineer. All the accessories like gutter/ flashing/ capping shall be made from the same material which is used for main cladding application. The measurement shall be based on finished/ covered surface area. Supply & installation of 2mm thick, 450mm wide Stainless steel gutter(SS 304) & SS sleve for SS gutter with SS Sprout at every 10 Rm (Max.) for water drain excluding PVC rain water pipe with support flashings (1RM/RM Gutter) including 2mm thick GI accessories for barge board & Eave angle. Rate shall include required scaffolding, erection work, loading and unloading of materials, tools, plants & machinery, labour as directed by the Engineer in-charge Painting Works Putty: Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Acrylic Emulsion Paint: Providing and applying Premium acrylic smooth Emulsion paint (Water resistant) with silicon addditives of approved brand in two or more coats applied @ 1.43ltr/10sqm over & including water thinnable cement primer applied @ 2.2ltr/10sqm , to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign materials, as per specification including all necessary scaffolding, cost of materials, labour, lead and lift at all levels and for all heights and location as approved by the engineer. Anti- dust concrete sealer coating: Applying two coats (maximum 8 sqm/litre per coat with minimum 125 micron wet film thickness per coat) of two-part, high build, solvent free , water emulsified epoxy resin based anti- dust concrete sealer coating on fair-faced blockwork / brickwork and concrete surfaces inclusive of surface preparation, over primer coat / initial coat as per manufacturer's recommendation- all complete as per specification. Providing and applying two coats of Surface Texture paint after applying corresponding roller coat as primer on pre- plastered surface as per approved sample in approved shade. The composition of the texture paint should consist of ACRYLIC copolymer resins combined with quartz ,silica, mineral ,aggregates ,synthetic inorganic pigments,bactericide,fungicides and various other additives, giving the product water repellant properties. The first coat to be applied by brush or wool roller as a base coat, diluted with sufficient water and the final coat (Undiluted) to be applied by trowel and finished with acrylic trowel to maintain with or without groves,as per details in drawings. The thickness of both coats should be 1.0 to 1.5mm. the water repellency of the product shall be >= 86gm/m2 as per test method IS:5410-1969, complete as per manufacture’s specifications and instructions by Engineer in Charge at site. The rate shall include necessary scaffolding, labour and material complete Providing and applying two coats of Anti-carbonate paint of approved brand, manufacture, colour and shade on pier surfaces and deck slab soffits to give an even shade, cleaning the surface of all dirt, dust and foreign materials, sand papering and application of two coats white cement based putty of average thickness 2mm. Rate shall include cost of all materials, labour, with all leads & lift at all levels, grinding touchup and patchup works complete as per drawings, specifications and direction by the Engineer in-charge Flooring Works Providing and laying 20 mm thick leathered finish Granite stone flooring of approved colour in required size, design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing,curing and polishing etc. all complete as specified and directed by the Engineer. Rate shall include protection of laid grainte by providing minimum 10 mm thick POP over tarpaulin sheet, all as required, as per specifications and drawings and as directed complete. Rate shall also include the cost of providing Stainless steel edge trim, providing polysuphide sealant. Laying 20 mm thick leathered finish Granite stone flooring of approved colour in required size, design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing,curing and polishing etc. all complete as specified and directed by the Engineer. Rate shall include protection of laid grainte by providing minimum 10 mm thick POP over tarpaulin sheet, all as required, as per specifications and drawings and as directed complete.Rate shall also include the cost of providing Stainless steel edge trim, providing polysuphide sealant.Note:- Granite will be supplied by CMRL through TAMIN. Rate to include labour charges for unloading the recieved granite and placing them in position at all levels including lead and lift at all levels and for all heights and location as approved by the engineer. Providing and laying 30mm thick leathered finish Granite stone flooring of approved colour in required size, design and patterns, in Treads and Landings of steps (including bull nosing, making anti slip grooves and filling with epoxy material ) over 30mm thick base Cement mortar (1:4) laid and jointed with neat cement slurry mixed with pigment to match the shade of garnite stone, including lead and lift at all levels and for all heights and location complete as per specifications and drawings as approved by the engineer. Rate shall include protection of laid grainte by providing minimum 10 mm thick POP over tarpaulin sheet, all as required, as per specifications and drawings and as directed complete. Rate shall also include the cost of providing Stainless steel edge trim, providing polysuphide sealant. Laying 30 mm thick leathered finish Granite stone in Treads and landings of steps (including bull nosing, making anti slip grooves and filling with epoxy material) of approved colour in required size, design and patterns, all complete as per the architectural drawings, over 30 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing,curing and polishing etc. all complete as specified and directed by the Engineer. Rate shall include protection of laid grainte by providing minimum 10 mm thick POP over tarpaulin sheet, all as required, as per specifications and drawings and as directed complete.Rate shall also include the cost of providing Stainless steel edge trim, providing polysuphide sealant whereever required.Note:- Granite will be supplied by CMRL through TAMIN. Rate to include labour charges for unloading the recieved granite and placing them in position at all levels including lead and lift at all levels and for all heights and location as approved by the engineer. Rate shall also include the cost of providing Stainless steel edge trim, providing polysuphide sealant. Providing and fixing of 10 mm thick Tactile tile both (warning & Directional) of 300 x 300 mm or approved size ,approved quality make ,shade,size, laid on bed of cement mortar 1:3 mix , flush point with white cement using colour pigment including material cost ,labour complete as per specification, Rate includes all labour material tools and plants lead, lifts etc in proper completion of work as per drawing and engineer instructions. Providing and laying 18 mm thick Polished gang saw cut Granite stone flooring of approved colour in required size, design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing,curing and polishing etc. all complete as specified and directed by the Engineer. Rate shall also include the cost of providing Stainless steel edge trim, providing polysuphide sealant. Miscellaneous Works: Providing and fixing stainless steel 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, including 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.). All stainless steel materials shall conform to grade 304. Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Providing & Laying gang saw cut 40mm thick, rough finish granite like Sadharali & Jet Black but not limited to, of required size and shape of approved shade, colour and texture in footpath, in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. Providing and laying at or near ground level semi polished granite Sadharali kerb stone of size 100 × 400 mm.The Kerb stone shall be fixed in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centring, shuttering and finishing as directed by the Engineer. Supplying and fixing motorised rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters with 80x1.25 mm M.S. laths with 1.25 mm thick top cover , ball bearings and mechanical motorised operation. Rate shall include all labour, tools and tackles to complte the work as per drawings and as directed by Engineer in charge Drilling holes for anchoring reinforcement bars of appropriate diameter in reinforced or plain cement concreteas per manufacture reccomendation, with power driven drill machine to a depth of 250 mm in RCC beams, lintels, columns and slabs at all heights and levels to introduce steel reinforcement bars including cleaning the holes with water and air blower to make sure that there is no fine particles and fixing of the rebars and curing including carrying out pullout test for 10% of the anchored rebars in position using Chemical Anchor / Epoxy resin anchor grout of approved make in the cleaned holes to a minimum depth of 2/3 rd of the hole, all complete as per direction of Engineer-In-Charge. The cost to include all materials, scaffolding, staging, labour, machinery, tools, tackles and consumables complete with all by-works as per drawings, specifications, manufacturer’s recommendation.Note: The rebars shall be separately measured and paid as per relevant item in the schedule of quantities. 10 mm dia 12 mm dia 16 mm dia 20 mm dia 25 mm dia 32 mm dia Drilling holes and fixing of anchor fasteners (8.8 CS grade) of appropriate diameter in reinforced or plain cement concreteas per manufacture reccomendation, at all heights & levels with power driven drill machine to a depth of 250 mm in RCC beams, lintels, columns and slabs to introduce steel bars including cleaning the holes with water and air blower to make sure that there is no fine particles and fixing of Anchor Fastners(8.8 CS Grade) in position using Chemical Anchor / Epoxy resin anchor grout of approved make in the cleaned holes to a minimum depth of 2/3 rd of the hole, all complete as per direction of Engineer-In-Charge. The cost to include all materials, scaffolding, staging, labour, machinery, tools, tackles and consumables,with all lead and lifts complete with all by-works as per drawings, specifications, manufacturer’s recommendation.Note: The Rate shall include cost of both Anchor Fastners and Chemical 12 mm dia 16 mm dia 20mm dia Providing and fixing rain water pipes - UV protected upvc pipe conforming to IS 4985 and 10kg/sqcm including supports , fittings & dome gratings 75 mm dia 110 mm dia 160 mm dia 200 mm dia Providing and fixing GI Grating ( upper receiving cap) for 200 mm dia UPVC down take pipe (hot dipped galvanised@650 gm/sqmt) for 200mm dia pipe as per drawings. Supply and installation of stainless steel bollard of 316 grade, 125mm diameter, 4mm wall thickness, height 600mm above finished floor level, complete with 225mm diameter base plate (10mm thick) and cover plate (6mm thick), fitted with 20mm wide mirror finish belt with 1.5X1.5 mm groove, anchored using Hilti HSA 10X100 anchor fastners embeded in cement nos concrete 1:3:6 (1 Cement: 3 Coarse Sand: 6 graded stone aggregate 20mm nominal size), including necessary excavation of size 250X250X450mm deep for the same in bitumen/concrete pavement at specified spacing, including all materials labour, tools, equipment and making good the surface as per approved drawings and specification Magnetic water level indicator for Domestic and Fire water tank as per specifications with necessary cabling Water level transmiter for domestic water tanks as per specifications Providing and fixing digital water meter with wired data and power connection complete with panel and nesessery bolts, nuts, rubber insertions suitable to moniter with SCADA/ BMS complied CMWSSB approved meter. 100mm dia Dismantling of existing RCC/PCC structures including buildings, compound walls, foundations, culverts, bridges, retaining walls, concrete pavements, cement mortar works, Hume pipes, kerb stones, B.S./precast slabs, paver blocks, and removal of silt/silt mixed with sand, including all necessary T&P, scaffolding, labour, plant and machinery, loading, unloading, transportation, sorting and stacking of serviceable materials at designated locations and disposal of unserviceable materials at approved locations, with all leads and lifts, complete by mechanical and/or manual means as directed by the Engineer.Joint Measurement Record (JMR) shall be recorded and approved prior to commencement of dismantling. Payment shall be made for the actual quantity dismantled, subject to satisfactory completion and certification through RFI/JMR by the Engineer. The rate shall be inclusive of all incidental works and nothing extra shall be payable. Design, supply & installation of SS perforated sheet panel system for a height of 1100mm from finished floor. The 304 grade SS perforated sheet panels shall be of 8mm thick connected to slab/beam by means of 304 grade stainless steel U-Channel at bottom with non staining weather sealant of approved make.On top, SS sheet panels shall be held together by stainless steel round top U- channel of 25.4mm dia., all complete to perform as per approved detail drawings. The complete system to be designed to accomodate thermal expansion.The joint between Sheet panels & gaps at the perimeter & U – channel of the assembly to be filled with non-staining weather sealant, so as to make the entire system fully water proof and dust proof.Setting block to be inserted inside U-channel at bottom for proper alignment of Sheet panels. The rate shall include all design, engineering & shop drawings including approval from structural design, labour, T&P, other incidental charges, SS Channel, Perforated sheet etc. All complete. Terrace water proofing : Providing and applying acrylic based modified cementitious composite coating system. The roof slab shall be water-tight and shall be tested by flooding with water to a minimum depth of 25mm for 24 hrs. If any leakage is identified, the same shall be rectified and the water ponding test to be repeated. Upon satisfactory test result, the roof shall be plastered with cement mortar 1:4 (1 cement : 4 fine sand) and cured for a minimun of 7 days. The surface shall be allowed to dry for about 4 to 6 weeks, after the curing period is over. The surface on which waterproofing is to be done shall be bone dry, free of all dust, loose material, laitance etc. A priming coat shall be applied over the complete area to be waterproofed. The primer shall be made of net grey cement mixed with an integral waterproofing compound in the proportion as recommended by the manufacturer. Two coats of “Tapercrete” mixed with cement in the proportion 1:2 (1 kg Tapercrete 2 kg of cement) shall be applied over the primered surface. All the joints of pipes, edges, corners, openings shall be sealed with epoxy putty. The treated area (flat and horizontal only) shall be tested by allowing water to stand on the treated areas to a depth of 150mm for a minimum period of 72 hours. The work shall be carried out all complete as per outline construction specification and the direction of the engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage. Weather Sealants: Raking out joints with using appropriate tools and mechanical means of joints of 10 mm wide and 10 mm deep of sealant including taking out compressible backer rod of dia 12-15 mm ( total depth 22mm-25 mm) deep of sealant from joints, cleaning the joints of sides, bottom and removing the loose particles of sealant dust etc, with suitable tools and mechanical driven machine, drying the joints surface of moisture completely by means of mechanical driven air blower. Applying masking tape both sides of edges of joints to prevent accidental spillage of sealant. Suppling & Applying POLYURETHANE Sealant and filling the joints with a suitable means starting from one end taking care at no point air is entrapped. After the completion of the filling, using suitable tool ensuring the seal is finished with proper adhesion on the two side surfaces and etc. complete. Allow sealant to cure for minimum 7 days before carrying out any testing. Prevent the joints from water after application at least for 24 hrs (best for 7 days). Raking out joints with using appropriate tools and mechanical means of joints of 20 mm wide and 10 mm deep of sealant including taking out compressible backer rod of dia 22-25 mm ( total depth 32mm-35 mm) deep of sealant from joints, cleaning the joints of sides, bottom and removing the loose particles of sealant dust etc, with suitable tools and mechanical driven machine, drying the joints surface of moisture completely by means of mechanical driven air blower. Applying masking tape both sides of edges of joints to prevent accidental spillage of sealant. Suppling & Applying POLYURETHANE Sealant and filling the joints with a suitable means starting from one end taking care at no point air is entrapped. After the completion of the filling, using suitable tool ensuring the seal is finished with proper adhesion on the two side surfaces and etc. complete. Allow sealant to cure for minimum 7 days before carrying out any testing. Prevent the joints from water after application at least for 24 hrs (best for 7 days). Raking out joints with using appropriate tools and mechanical means of joints of 60 mm wide and 30 mm deep of sealant including taking out compressible backer rod of dia 50-70 mm ( total depth 92mm-95 mm) deep of sealant from joints, cleaning the joints of sides, bottom and removing the loose particles of sealant dust etc, with suitable tools and mechanical driven machine, drying the joints surface of moisture completely by means of mechanical driven air blower. Applying masking tape both sides of edges of joints to prevent accidental spillage of sealant. Suppling & Applying POLYURETHANE Sealant and filling the joints with a suitable means starting from one end taking care at no point air is entrapped. After the completion of the filling, using suitable tool ensuring the seal is finished with proper adhesion on the two side surfaces and etc. complete. Allow sealant to cure for minimum 7 days before carrying out any testing. Prevent the joints from water after application at least for 24 hrs (best for 7 days). Providig and installation of approved expansion joint ( Omega seal or equivalent) as per relevant specifications and GFC drawings. Providing, laying and maintaing Landscape work as per approved drawing and as directed by the Engineer-In-Charge. Red Soil Mixture:Filling up of a layer of 300mm thick of Mixture of good sand, Red earth, Organic manure and in the ratio of 1:1:1 over the existing soil surface in the median. Rate Shall include cost of transportation, loading, unloading, and laying charges. Hedges and shrubs:Planting in the median with the perineal shrubs and forming hedges. It includes cost of plant transportation, loading and unloading, de-silting bottom, planting, watering and providing stacks (Sample Plant list attached). Rate shall include 250 Gms of Organic manure bush as Vermi compost / Poultry manure once in 3 months to each plant till the completion of DLP. Rate shall include replacement of dead plants and plant new plants as directed / instructed by engineer incharge till the completion of DLP. i. Duranda cold ii. Cleodenrom iii. Allamanda yellow iv.Nerium Oleander Specimen Plants and palmsDecorative Plants planted in the median with Plants Specimen plants for decretory median plants such as ficus, palms Cycus at regular intervals. It includes cost of plant transportation, loading, unloading, watering and planting. Rate shall include replacement of dead plants and plant new plants as directed / instructed by engineer incharge. Supplying of good quality bermuda grass from approved supplier and plugging the bermuda grass in rows 50mm apart in either direction, to be firmly entrenched into the soil as directed by the engineer and maintenance of the same till the completion of DLP. Supplying of good quality Korean grass from approved supplier and plugging the Korean grass in rows 50mm apart in either direction, to be firmly entrenched into the soil as directed by the engineer and maintenance of the same till the completion of DLP. Supplying and filling of local earth by mechanical transport including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 27 daysDec 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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