Tender For Balance And Miscellaneous Works For Occ And Madhavaram Depot Of Cmrl Phase Ii Project
Tender Value
24.36 Crore
Estimated cost
Bid Submission
01 Dec 2026
23 days left
EMD
24.36 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 And Miscellaneous Works For Occ And Madhavaram Depot Of Cmrl Phase Ii Project
BOQ
| Sl. No. | Item Description |
| 1 | NOTE:1.Evaluation will be done by excluding Provisional sum and GST Amount 2.GST is to be considered as 18%3.The bid price shall be net of Input Tax credit availed by the bidder i.e., base price shall not have any GST component in it. In effect, the clause 171 of GST, that is, the Anti-Profiteering Rule shall be adhered to. A self-declaration from the bidder on clause 171, shall be attached with the invoice. The output 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 | Price Centre B - Civil Structural Works |
| 4 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) |
| 5 | Backfilling : Filling available excavated earth for backfilling of foundations upto required level) in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering. |
| 6 | PCC : Providing and laying in position ready mixed cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; including the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; using required dosage of admixture in concrete for obtaining required workability, formwork if any, as per approval of the Engineer. for the following grade of concrete. Concrete of M15 grade with minimum cement content of 240 kg /cum (Works at all Level) |
| 7 | RCC : Providing and laying in position ready mixed cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads and levels; including the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge; for the following grades of concrete. |
| 8 | Concrete of M35 grade with minimum cement content of 370 kg/cum (upto plinth level ) |
| 9 | Concrete of M35 grade with minimum cement content of 370 kg/cum (All works above plinth level) - columns, tie beam, sill beam, mullion column and walls |
| 10 | Concrete of M35 grade with minimum cement content of 370 kg/cum (All works above plinth level) - beam/ slab |
| 11 | Concrete of M35 grade with minimum cement content of 370 kg/cum (All works above plinth level) - Chajja, Lintel etc. |
| 12 | Additional rate over extra height over 3.5mExtra for every additional height of 1 metre or part thereof (beam/slab concrete quantity to be considered) |
| 13 | Micro concreting with cementitious polymer modified, high performance, high strength, non-shrink material specially designed for concreting where application required for repair area, folowing the manufacturer's specificationsCompressive strength of Min 50 Mpa shall be achieved @ 28 days |
| 14 | Thermo-Mechanically Treated bars of grade Fe 550D: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding with 18 gauge GI twin binding wire all complete at all levelsRate shall include miscellaneous steel (including not limited to) laps, chairs, spacer, hooks etc. all complete as required. |
| 15 | Structural Steel |
| 16 | Steel Roof Truss: Providing, fabricating, transporting, erecting using mobile cranes if required, securing in position, sand blasting for Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete for seamless type tubular structure with the application of primer and PU enamel.The rate shall also include required surface preparation like sand blasting, application of one coat of Zinc Silicate (DFT 75μm) and epoxy Zinc Phosphate (DFT 35μm) primer and one coat of Epoxy Zinc Phosphate (DFT 35μm) paint, Epoxy high build micaceous iron oxide coating polyamide cured DFT-90μm and two coats of Acrylic polyurethane finish aliphatic isocyanate cured DFT-30μm as per technical specifications. Paint of approved colour and shade for prefabricated structural steel work of Grade YST 310 welded built-up sections conforming to IS 4923 Grade B complete as per specifications, approved shop drawings and instructions. The rate shall also included supplying and providing of detailed fabrication drawing based on the GFC drawings, required for all permanent and temporary structure and their approval from Engineer-In-charge prior to execution. Work under this item would generally cover all structural steel work for roof including roof portals, Purlins, runners gutters etc. in the steel roof structure as per specification along with provision for support if required, in the steel roof structure but excluding down take pipes and sheeting. Work to include all intermediate stages of activities not defined herein, but otherwise implied for total completion of work. Cost to include but not be limited to, all materials including wastage, all consumables, fasteners and foundation bolts including hot dip galvanising/flaking wherever required, all types of temporary and permanent stages of work, all temporary stays, labour, temporary works including staging, scaffolding, tools, plant and equipment, and additional costs of all incidentals and necessary testing of material, workmanship, etc. |
| 17 | Structural steel - E250 Welded Built up sections and framed work :Providing, fabricating, applying approved Zinc primer and PU enamel paint of approved make and shade, transporting, erecting and securing in position structural steel work of Grade E 250 (welded built-up sections) including chequered plates, foundation bolts/anchor bolts where required complete as per the specifications, approved shop drawings and/ or instructions in rain water gutter supports, gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Note: Shop drawing to be submited before excution for approval of site Engineer-in-charge.The rate shall also include required surface preparation like sand blasting, application of one coat of Zinc Silicate (DFT 75μm) and epoxy Zinc Phosphate (DFT 35μm) primer and one coat of Epoxy Zinc Phosphate (DFT 35μm) paint, Epoxy high build micaceous iron oxide coating polyamide cured DFT-90μm and two coats of Acrylic polyurethane finish aliphatic isocyanate cured DFT-30μm as per technical specifications. |
| 18 | Roof Sheeting |
| 19 | Roof Sheeting - Galvalume Roof sheet /Side cladding including flashing etc. completeSupply and fixing of colour coated profile sheet of nominal 1015mm effective cover width and nominal 28mm deep ribs with subtle square fluting in the five pan at nominal 203mm centre-to-centre. The end rib shall be designed for anti-capillary action to avoid any seepage of water through the lateral overlap. The feed material shall be 0.45mm BMT (0.50mm TCT excluding paint thickness) high tensile steel with minimum 550 MPa yield strength, metallic hot dipped coated with Al-Zn alloy (55% Aluminium, 43.5% Zinc, 1.5% Silicon) as per AS1397/ IS 15961 (minimum 150 g/m² total on both sides) with Super Durable Polyester quality paint system of approved colour suitable for exterior application conforming to AS/NZS 2728 type-4/ IS 15965. 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 and 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 of manufacture, name etc.) on back side at regular intervals confirming the genuineness of the material. The steel sheet shall be fastened with nominal 40μm zinc coated or nominal 25μm 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 shall be approved by the concerned authority. All the accessories like flashing/ capping shall be made from the same material which is used for main cladding application. |
| 20 | Roof Sheeting -Tensile Roofing :Providing and fixing canopy shed for parking sheds with tensile fabric over MS framedstructure,i) Supply and Fixing of tensile fabric of weight not less than 830-950 GSM including necessary hardware for fixing of fabric and frame work. Cost inlcudes cutting, welding and cables, plates and necessary hardware for fixing the fabric as approved shed as per drawing. Technical Specifications of Fabric: Fabric TypePVC - coated polyster, GSM - 830 to 950 GSM, Tensile strength Min - 4000 N/5cm (wrap), 3500 N/5cm (weft) Tear Strength Min - 500 N, Fire Retardancy NFPA 701 /DIN 4102-B1, UV Resistance Min - 05 years (outdoor use), Color Fastness Grade - 7-8 (ISO105-B02), Waterproofing ≥ 1500mm Hydrostatic Head Surface finish PVDF /Acrylic Lacquer Coating (both sides), Width 2.5m or 3.0 m roll. |
| 21 | Non-shrink Grout :Providing and pouring non-shrink grout of approved make for grouting of holding down bolts of columns and under base plates and at any other location wherever required, complete as per manufacturer's recommendation and as directed by Engineer |
| 22 | Gutters, Barge Boards for OCC theatre :Providing and fixing precoated galvanised steel sheet roofing gutters 3mm thick, Zinc coating 120 gms per sqm as per IS 277, in 240 MPa steel grade 5-7 micron epoxy on both sides and polyster top coat 15-18 microns using self drilling/ self tapping screws complete including barge boards (Barge Board shall not be measured for payment) |
| 23 | Rain water Down take Pipe with hopper arrangement for OCC theatre : |
| 24 | Rain water Down take Pipe : 160mm nominal Dia Supplying, fixing and testing Rigid PVC rain water pipes (6 kg/sqcm pressure) confirming to IS 4985 : 2000 with Ringfit all fittings like shoes, bends fixed in the pipe shafts (ducts) with suitable supports etc., complete. |
| 25 | Connection between rainwater gutter and downtake pipe Structural steel Hopper arrangement with galvanised steel sheet 3mm thick, Zinc coating 120 gms per sqm as per IS 277, in 240 MPa steel grade 5-7 micron epoxy on both sides and polyster top coat 15-18 microns. Hopper of size 300mm top diameter connecting to 160mm rainwater downtake pipe with a overall height of 250mm as per the specifications, drawings and Employer's requirements. |
| 26 | Sunken Filling with light weight material (like broken AAC, Vermiculite or equivalent) :Providing and Laying Broken Autoclaved Aerated (AAC blocks) mixed with cement mortar 1:5, 1 cement: 3 vermiculite by volume, including cost of materials, labour charges, tools and plants, all leads & lifts, curing etc., to complete at all levels and as per specifications and proper completion of work as per instruction of Engineer. |
| 27 | Water proofing for sunken portion :Providing and laying water proofing treatment in sunken portion of WCs,bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry |
| 28 | Water proofing for terrace :Providing and applying two-component, high flexible, elastic cementitious mortar made from synthetic fibres, with an elongation of 120% (DIN 53504), Static crack bridging ability of >2.5mm (EN 1062-7), Permeability to water vapour sD = 3.6 m, µ = 1800 (EN ISO 7783-1), Impermeability to water < 0.05kg/m²·h0.5 (EN 1062-3), Permeability to CO₂ sDCO2 >50m (EN 1062-6), Reaction to fire (Euroclass): E (EN 13501-1), adhesion to concrete after 28 days: 1.3N/mm² (EN 1542) when applied @ 2mm thickness on the surface prepared for waterproofing to be carried out to ensure the mechanical properties of the product. Apply two layers, at a dosage of 3.2kg/sqm so as to form a membrane of above mentioned thickness. The waterproofing coating shall be protected with a plaster of 1:3 mixed with an integral waterproofing admixture @ 200gms/50 kg cement. The application shall be carried out after the thorough preparation of the surface which includes cleaning, crack treatment, grouting as required for treatment of roofs, terraces etc, including Screed concrete to slope with minimum thickness at Khurra as 50mm |
| 29 | Providing, fabricating and fixing in position of fabricated GI structural steel brackets in the RCC trenches fixed with or without connecting plate (by post drilling method), including , cutting, hoisting, drilling and fixing in position, fixing accessories like nut, bolt, washer etc. all complete with epoxy grout where required and as per the approved drawing and as directed by the Engineer - in - charge |
| 30 | Hot Dip Galvanised Iron Bracket weighing upto 5 kg |
| 31 | Hot Dip Galvanised Iron Bracket weighing above 5 kg and upto 10 kg |
| 32 | Hot Dip Galvanised Iron Bracket weighing above 10 kg |
| 33 | Providing and fixing in position of GI Flat 50mmx6mm for earthing in the trenches |
| 34 | Making the opening in all kind of masonry wall of thikness 150mm to 300mm, including dismantling of walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface including disposal of mulba/ rubbish for for lead upto 1km, complete as per direction of Engineer-in-Charge. |
| 35 | Size of opening below 0.5 Sqm |
| 36 | Size of opening from 0.5 sqm to 1.5 sqm |
| 37 | Size of opening above 1.5 Sqm |
| 38 | Making the opening in RCC wall or floor of thikness 100mm to 300mm, including dismantling in floor or walls by cutting (manual or mechanical means) and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish for lead upto 1km, all complete as per direction of Engineer-in-Charge. |
| 39 | Size of opening below 0.5 Sqm |
| 40 | Size of opening from 0.5 sqm to 1.5 sqm |
| 41 | Size of opening above 1.5 Sqm |
| 42 | Making the opening in RCC wall or floor of thikness above 300mm, including dismantling in floor or walls by cutting (manual or mechanical means) and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish for lead upto 5km, all complete as per direction of Engineer-in-Charge. |
| 43 | Size of opening below 0.5 Sqm |
| 44 | Size of opening from 0.5 sqm to 1.5 sqm |
| 45 | Size of opening above 1.5 Sqm |
| 46 | Plastering of thickness 12 mm to 20 mm in patches of area 1.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls, providing plastering mesh complete, including scaffolding wherever required, disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 47 | With cement mortar 1:3 (1 cement : 3 fine sand) |
| 48 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 200 metres lead as per direction of Engineer - in - charge |
| 49 | Concrete M15 grade / PCC |
| 50 | Demolishing R.C.C. work manually/ by mechanical means including cutting and stacking of steel bars and disposal of unserviceable material within 500 metres lead, including scaffolding wherever required,as per direction of Engineer - in- charge. Disposal to designated dumping yard shall be paid separately. |
| 51 | Demolishing block work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 150 metres lead, scaffolding wherever required as per direction of Engineer-in-charge. Disposal to designated dumping yard shall be paid separately. |
| 52 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 150 metres lead as per direction of Engineer-in-charge : |
| 53 | Non-Bituminous sub-base |
| 54 | Bituminous base |
| 55 | Concrete Chipping :Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc..scaffolding wherever required, and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 56 | 75mm average thickness |
| 57 | 50mm average thickness |
| 58 | 25mm average thickness |
| 59 | Surface preparation including required hacking as per the specifications and application of bonding agent before concreting including scaffolding wherever required |
| 60 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using Hilti RE-10 anchor grout of approved make, conducting pull out test satisfactorily, scaffolding wherever required, but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge |
| 61 | 8mm Dia bars |
| 62 | 10mm Dia bars |
| 63 | 12mm Dia bars |
| 64 | 16mm Dia bars |
| 65 | 20mm Dia bars |
| 66 | 25mm Dia bars |
| 67 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using using Hilti RE-500 anchor grout anchor grout of approved make, conducting pull out test satisfactorily, scaffolding wherever required, but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge |
| 68 | 8mm Dia bars |
| 69 | 10mm Dia bars |
| 70 | 12mm Dia bars |
| 71 | 16mm Dia bars |
| 72 | 20mm Dia bars |
| 73 | 25mm Dia bars |
| 74 | Fire stopper / Fire sealant |
| 75 | Supply and Application of CP606 fire sealant for top of wall joints application as per the manufacturer's specification, including scaffolding wherever required.Note: Size of 20mm X 6mm depth |
| 76 | Supply, Installation & Testing of 2 hours Fire rated system for closing the openings between rooms with help of Rock wool, G.I Sheet and Hilti or equivalent Sealants (Qty measured will be the size of opening), including scaffolding wherever required. Item Properties shall be quoted as per technical Specification and drawings. |
| 77 | Price Centre C - SWC requirements |
| 78 | Cable tray: Supply, fabrication & installation of perforated return flanged type cable trays with horizontal & vertical bends, reducers, tee's, cross overs and other accessories as required conforming to IEC-61537. The tray shall be hot dipped galvanized for corrosion protection conforming to DIN 267 Part 10, EN 10346, BS EN ISO 1461, GI return flanged cable trays with 2 mm thick GI sheets conforming to E & M Specifications. The trays shall be tested for minimum safe working load and the deflection should be within the limits as per standard. All accessories including GI angles, threaded rods, fastners, clamps etc shall be provided (or installed on wall supported on suitable brackets as required) including pull out test complete as per specifications, as required and as below and scaffolding wherever required. |
| 79 | 600mm wide x 75mm deep x 2mm thick |
| 80 | 300mm wide x 50mm deep x 2mm thick |
| 81 | 150mm wide x 50mm deep x 2mm thick |
| 82 | 100mm wide x 50mm deep x 2mm thick |
| 83 | Supply & installation of factory prefabricated cable ladder type tray with horizontal & vertical bends, reducers, tee's, cross overs and other accessories as required conforming to IEC-61537. The cable ladder shall be hot dipped galvanized for corrosion protection confirming to DIN 267 Part 10, EN 10346, BS EN ISO 1461, GI return flanged cable trays with 2 mm thick GI sheets conforming to E & M Specifications. The cable ladder shall be tested for minimum safe working load & the deflection should be within the limits as per standard. The rung size shall be of 30x15x2mm suitable for fixing the cable clamps & the space between the rungs shall be maximum 300 mm, as required. All accessories including GI angles, threaded rods, fastners, clamps etc shall be provided (or installed on wall supported on suitable brackets as required) complete as per specifications, as required and as below. |
| 84 | 600mm wide x 75mm deep x 2mm thick |
| 85 | 300mm wide x 50mm deep x 2mm thick |
| 86 | Providing and fixing HDPE (PN 100) pipe 10 Kg./Cm2 conforming to IS 4984, including all fittings eg. tees, bends reducers and with rubbering or solvent welding joints by adhesive connecting where essentialy required including excavation and refilling complete in all respects. |
| 87 | 80 mm dia |
| 88 | 100 mm dia |
| 89 | 125 mm dia |
| 90 | 160 mm dia |
| 91 | 200 mm dia |
| 92 | 250 mm dia |
| 93 | Constructing RCC pull pit with cover fixed in slab, using M35 grade design mix concrete, i/c necessary excavation, foundation concrete of M15 grade PCC, shuttering, centering and backfilling as required. Rate shall be inclusive of necessary insert plates (if any), cut outs etc. complete as per the specifications and drawings |
| 94 | RCC Pull pit - 600mmx600mmx600mm |
| 95 | RCC Pull pit - 600mmx600mmx1000mm |
| 96 | RCC Pull pit - 1000mmx1000mmx1000mm |
| 97 | Horizontal Directional Drilling for trenhless method of laying underground cables, conduits, and pipes etc at a depth of max. 600mm from finished Road/Ground Level (FGL) |
| 98 | 80 mm |
| 99 | 100 mm |
| 100 | 150 mm |
| 101 | 200 mm |
| 102 | Providing and fixing orange colour safety foot rest (cast in situ/anchoring type) of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes, complete as per design. |
| 103 | Stockpiling the demolished debris at designated locations manually/mechanical means , loading, unloading, transport and disposal of dismantled materials up to a lead of 2.5 kilometre |
| 104 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 30km for all lifts, complete as per directions of Engineer In Charge |
| 105 | Price Centre D - Finishing works |
| 106 | Flooring |
| 107 | Tile FlooringProviding and laying full body vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on minimim 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., completeRate shall include protection of laid flooring by providing minimum 10 mm thick POP over tarpaulin sheet, all as required, as per specifications and drawings and as directed complete. |
| 108 | Tile Skirting Providing and laying Vitrified tiles 0f 10cm height (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 109 | Antiskid tile flooringProviding and laying of 10mm thick, 1st quality, full body, vitrified floor tiles (anti-skid) of 600x600 mm with water absorption less than 0.08% and conforming to IS: 15622, in all colours and shades, make as approved by Engineer-in-charge, in required design and pattern, laid over 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), and jointed with white cement slurry mixed with pigment to match the shade of the tiles complete including all labour, material, tools and plants, for all lead and lifts etc and proper completion of work as per drawing and engineers instruction. Rate shall include protection of laid flooring by providing minimum 10 mm thick POP over tarpaulin sheet, all as required, as per specifications and drawings and as directed complete. |
| 110 | Heat Resistant tile Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height as required |
| 111 | Providing and laying of 50 mm thick Cement Concrete flooring with NITOFLOR HARDTOP STANDARD hardener topping/ hardening compound application at the rate of 5kg/sqm as per the specifications approved by the Engineer. The rate is inclusive of Labour Charges of Levelling, Application of Floor Hardener, Rough Finising using skim Floater, Final Finishing as required at the site using Power Trowel machine as per the specificationsThe rate is inclusive of cement concrete - M15 Grade PCC 300kg/cum |
| 112 | Carpet Flooring for OCC theatre Providing and Installation of Modular carpet tiles made with 100% nylon with PU underscore cushion or PET hard backing to be installed with adhesive as per the specifications. |
| 113 | Granite flooring for ramp and entry stepsProviding and Laying 30 mm thick Polished Granite stone in Treads, landings of steps, ramp etc. (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 granite by providing minimum 10 mm thick POP over tarpaulin sheet, all as required, as per specifications and drawings and as directed complete. Granite stone of any approved colour & shade by CMRL |
| 114 | Granite entry steps riser/skirting - 10mm thick Polished Granite 10 mm thick in risers of steps, skirting 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 115 | Granite flooring:Providing and Laying 18 mm thick Polished Granite stone flooring of approved colour in required size, design and patterns, in linear as well as curvilinear portions of the building 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 flooring by providing minimum 10 mm thick POP over tarpaulin sheet, all as required, as per specifications and drawings and as directed complete. |
| 116 | Raised Access False Flooring with tierwise arrangement of heights varying from 450mm to 750mmProviding and fixing removable raised/false access flooring with system (with tierwise arrangement of heights varying from 450mm to 750mm) and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of:(a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mmx 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make and the machine screw with rawl plug.(b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge. |
| 117 | (c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1500 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product as required for the Finished Floor Height (FFH) |
| 118 | Raised Access False Flooring - Supply and Installation |
| 119 | Raised Access False Flooring - Installation |
| 120 | Vermiculite filling for floor filling - Light Weight MaterialProviding and laying of light weight filling material as insert for floor filling – with vermiculite or equivalent insulation material as per the specification and direction of Engineer in charge.The insulation material consisting of mix @ 1:3 (1 Cement : 3 vermiculite ) by volume as per the manufacturer's specifications. |
| 121 | Block work - AAC block |
| 122 | Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 200 mm thick with Grade-I AAC blocks of density 551 to 650 kg/cum using AAC mortar/adhesive as per manufacturer's recommendation conforming to IS: 2185 (Part 3) in super structure at all levels with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per specififcation or direction of Engineer-In-Charge. The rate includes providing and placing in position 2 Nos 8 mm dia strengthenining TMT bars at every third course of masonry work |
| 123 | Plastering |
| 124 | Internal Plastering :12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 125 | External Plastering : 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:4 (1 cement : 4 fine sand) and a top layer 6 mm thick cement plaster 1:4 (1 cement : 4 fine sand) finished rough with sponge |
| 126 | Providing and fixing Plaster mesh 100 mm wide manufactured out of hot dipped galvinised iron of nominal thickness 0.35mm with zinc coating of 120 gms per sqm width along route of walls chipped for services, junctions between RCC and block wall, at all at all levels, heights & locations etc. with all lifts and all leads, including scaffolding, cost of materials, labour, cleaning of surfaces, all complete as directed by the Engineer (length of mesh only be measured for payment) |
| 127 | Wall finish |
| 128 | PuttyProviding 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, including scaffolding wherever required |
| 129 | PrimerApplying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content less than 50 grams/litre -With water thinnable cement primer on wall surface complete as per speciffications, including scaffolding wherever required. |
| 130 | Internal paintingWall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacturer, including applying additional coats wherever required to achieve even shade and colour - Two or more Coats and including all necessary scaffolding , cost of materials, labour , lead and lift at all levels and for all heights locations as approved by the Engineer |
| 131 | External paintingFinishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade - New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) and including all necessary scaffolding , cost of materials, labour , lead and lift at all levels and for all heights locations as approved by the Engineer |
| 132 | Texture painitng (external)Providing and applying texture wall finish (exterior) of approved brand including 2 coats of water repellant emulsion paint of required shade as per the manufacturer's specification New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm including all necessary scaffolding , cost of materials, labour , lead and lift at all levels and for all heights locations as approved by the Engineer. Rate shall be inclusive for all types of pattern and design. |
| 133 | Wall tiling Providing and Fixing of 10mm thick Glazed Vitrified wall tiles of approved size, approved quality, make, shade, as shown in the drawing for dadoing laid over plastered surface with minimum 3mm thick adhesive, including grouting the joints with epoxy grout matching the colour of tile, rates includes all labour, material, tools and plants, for all lead and lifts etc and proper completion of work as per drawing and engineers instruction. |
| 134 | Aluminium Composite Panel |
| 135 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with AluminiumComposite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing. The item includes cost of all materials includng base frame in Aluminium & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 136 | False ceiling |
| 137 | Gypsum Seamless False ceiling:Providing and Fixing 12 mm thick densified tegular edged eco-friendly Gypsum seamless false ceiling board of size as per design in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24×28 mm made out of 0.33mm (Min.) sheet,1200mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre‐coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 10 mm thick densified edges calicum silicate ceiling board in the grid, including cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be prepainted with polyster baked paint, for all heights, with necessary trap door arrangements for service/maintenance access, as per specifications, drawings and as directed byengineer‐incharge. |
| 138 | Metal Panel Ceiling Providing and fixing GI Clip in Metal Ceiling system of 600x600 mm module which includes providing and fixing 'C' wall angle of size 20x30x20 mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300mm centre to centre, suspending the main C carrier of size 10x38x10mm made of G.I steel 0.7mm thick from the soffit with help of soffit cleat 37x27x25x1.6mm, rawl plugs of size 38x12mm and C carrier suspension clip and main carrier bracket at 1000mm c/c. Inverted triangle shaped spring Tee having height of 24mm and width of 34mm made of GI steel 0.45mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with Clip in tiles into spring T with:PERFORATED: GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. |
| 139 | Calcium Silicate Ceiling Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size (24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge.Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/mK. |
| 140 | Glazing |
| 141 | Glazed wallDesigning, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels etc.Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(a) Structural glazing system comprising of double glazed units (DGU) of 6mm thick toughened glass + 12mm air gap + 6mm thick(External) toughened high-performance glass, for all heights and levels, including linear and curvilinear facade portions, complete as per approved drawings.(b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sectionsand profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. |
| 142 | (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. |
| 143 | Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be included in the above item. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL (National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately The approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs as per ISO/IEC 170251. Performance Laboratory Test forAir Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as perASTME-330-10 testing methodfor a range upto 50 mm5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site.6 Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml |
| 144 | Doors |
| 145 | Glazed Door / Sliding doorProviding and fixing sliding/paneling and glazing shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 and the glazing shall be 8mm thick toughened glass complete with all necessary materials, labour, fittings, hardware and accessories, as specified and approved.Frame shall be of aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 micronsconforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge.The sliding door shall be complete with top/bottom track or approved sliding mechanism, rollers, guides, stoppers, handles, locking arrangement and all necessary accessories, including adjustment and alignment, complete in all respects. |
| 146 | Non-Fire Rated Metallic Door Providing and fixing door with shutter fabricated from18 gauge thick galvanised steel sheets press formed to provide a 46mm thick fully flushed double skin door with lock seam joints at stile edge and infill insulation with kraft paper honeycomb core. Door frames to be single rebated made of 16 gauge galvanised steel. Door shutter and frame to be primered in stoving grade epoxy zincphosphate primer (one coat) and finished with two coats of u.v. resistance polyurethane paint. Door shutter and frames to have all hardware preparations, prepunctured at the factory all complete with and including filling of door frames with PU foam/non-shrink grout . This item shall include complete accessories like vision panel (approx: 200x300mm), air transfer grilles (approx: 400x400mm) tower bolts, heavy duty door closer, ball bearing hinges, handles, locks, hold fasteners, panic bars, etc. Breaking and making wall good to be considered part of the same. . |
| 147 | Windows, Ventilator and Glass Partition |
| 148 | UPVC windowsProviding and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of 6mm thick toughened clear glass, PVC multi-chambered frame,sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete Including providing and fixing necessary fittings and locking arrangements as per approved drawing & direction of Engineer-in-Charge. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 149 | Supplying and fixing of Aluminium anodised to 50 microns to form aluminium subframe and frame sections for VENTILATOR WITH ALUMINIUM LOUVERS of approved make and colour, conforming to IS 733 and IS 1285 fixed with hinges/pivots / raw plugs and stainless steel screws or with expansion hold fasteners including necessary fittings & filling up of gaps at junctions at top, bottom and sides with required PVC / EPDM Rubber/ neoprene gasket / sealant all round the frame and the masonry opening, along with required hardware etc to complete in all respects as per drawing. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle. |
| 150 | Fixed Glazed wall/partition with 6mm thick toughened glass with voice opening, to be installed on block work at access card counter :Providing and fixing glazing in aluminium frame and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. The rate shall include Cost of aluminium frame, snap beading all required as per drawing and specifications. |
| 151 | Handrail |
| 152 | SS Hnadrail 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. |
| 153 | MS HandrailSupply & installation of MS Railings including necessary hardware, anchor bolt, cutting, grinding, machining, assembly, welding, jointing, drilling, grouting and cleaning etc. complete. Rate also included providing and applying one coat of steel primer and two coats of synthetic enamel paint complete as per specifications and drawings |
| 154 | Toilet cubicle partition |
| 155 | Supply & Installation of Restroom cubicle system that includes intermediate panel, plaster & door made of compact laminates of single colour. The solid compact laminate to be based on thermosetting resins, homogeneously reinforced with cellulose fibres and to be manufactured as per relevant quality standards. Top surface on both sides to be melamine coated which should be scratch & impact resistant. All intermediate panels, pilaster & doors shall be 12mm thick with edges chamfered. (Door width: 600mm). All inclusive with SS accessories like Gravity hinges, Coat hook with door stopper, Door knob, Lockset with indicator, Adjustable leg, U-channel, Top rail, Screws & Wall plugs of required Size |
| 156 | 2.0 Price Centre E - MEP works & Miscellaneous works like road works, maintenance works |
| 157 | Plumbing works |
| 158 | Sanitary Fixtures |
| 159 | Supplying, installing, testing and commissioning of white colour glazed Wall Hung European water closet with 32mm dia CP flush valve with necessary bend, checknut, etc., matching colour solid seat and cover with polythene buffer and flap, CP flanges, CP bolts and nuts, a pair of Cl chair bracket with nuts and bolts wall flanges etc. complete. Flow Requirement (in LPF) of water closets shall be 6.0/3.0 LPF |
| 160 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked White solid plastic seat and lid |
| 161 | Supplying and Fixing at site in position C.P. ablution spray health faucet with wall hook, 8 mm dia, 1250mm long flexible tube angle cock with wall flange all complete including cutting and making good the walls wherever required, and as per direction of Engineer -In-charge. Flow Requirement (in LPM) of Health faucets shall be 6 LPM at design water pressure 3.0 bar. |
| 162 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively |
| 163 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. |
| 164 | Providing and fixing urinal infrared sensor electrical operated having pre & post flushing with water and recessed mount type. |
| 165 | Supply and fixing of white colour glazed wash basin above/below counter, 15 mm dia CP pillar cock with waste coupling, 32 mm dia CP bottle trap with extension pipe, poly steel supports for basin. 15 mm CP angle valves with 450 mm long CP connection pipe and CP wall flanges all of approved make etc., complete. Size : 55 x 40 cms.Flow Requirement (in LPM) of wash hand basins faucets shall be 6 LPM at design water pressure 3.0 bar. |
| 166 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 167 | Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required. Kitchen sink with drain board - 510x1040 mm & bowl depth 250mm. |
| 168 | Providing and fixing 40mm dia (flexible pipe) P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings and Stainless Steel Waste coupling with 32mm size full thread with 80mm height complete |
| 169 | Providing and fixing SS Bottle Trap for Wash basin and sink 32mm Size with 250mm & 190mm Long Wall Connection Pipes & Wall Flange |
| 170 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 171 | Providing and fixing solid state, no touch operating, fully hygienic hand drier of approved shade as described in M & W Specification with double blower, continuous repeat usage, time delay, summer and winter control including provision of necessary brackets, cable from drier to plug,plug to key and lock etc. complete as required. |
| 172 | Providing and fixing SS towel rail 450 mm long |
| 173 | Providing and fixing SS toilet paper holder: |
| 174 | Providing and fixing of stainless steel grab bars of 600mm length suitable for handicapped toilets and non slip gripping surface as required by engineer in charge. |
| 175 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm nominal bore |
| 176 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore |
| 177 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore |
| 178 | Providing and fixing 15mm dia CP Brass Stop cock |
| 179 | Providing and fixing uplasticised PVC connection pipe with brass unions : 15 mm nominal bore |
| 180 | Plumbing works |
| 181 | Stoneware PipeProviding, laying and jointing glazed stoneware pipes class SP-1 of 200mm diameter with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete |
| 182 | Water pipeProviding and fixing G.I. pipes complete with G.I. fittings conforming to IS 1239, with one protection layer of 4mm thick pypkote or similar including all kind of excavation. |
| 183 | Providing and fixing G.I. suction & delivery headers / pipes for water supply pumps (IS:1239 heavy class) with G.I. Fittings (bends, tees, reducers, plugs, union, flange & blank flanges etc) and clamps and jointing with teflon tape or hold tite including chase cutting and making good the walls, floors etc. wherever required. |
| 184 | 50 mm nominal bore |
| 185 | 65mm nominal bore |
| 186 | 80 mm nominal bore |
| 187 | 100 mm nominal bore |
| 188 | Providing and fixing Polyvinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and 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 the cost of cutting chase and making good the same including testing of joints complete as per direction of Engineer in charge. -Internal work - Exposed on wall |
| 189 | 15 mm dia nominal bore |
| 190 | 20 mm dia nominal bore |
| 191 | 25 mm dia nominal bore |
| 192 | 32 mm dia nominal bore |
| 193 | 40 mm dia nominal bore |
| 194 | 50 mm dia nominal bore |
| 195 | 62.50 mm nominal inner dia pipes |
| 196 | Providing and fixing Polyvinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and 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 chase 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 wall etc. |
| 197 | 15mm nominal outer dia pipes |
| 198 | 20mm nominal outer dia pipes |
| 199 | 25mm nominal outer dia pipes |
| 200 | 32mm nominal outer dia pipes |
| 201 | Water DispenserPoint of use water dispenser with hot ,cold and normal and sediment to maintain hygiene of drinking water. Patented removal reservicing from time to time. Inward out cooling process to save electricity. Storage capacity 15 Lts of cold water, 3 Lt of hot water and normal water inline.water filler with inbuilt cooler of capacity 150 LPH and storage capacity 76 LPH. Looking smart and no spillage near to unit and with UV light with all fittings accessories and without RO system as per specifications and as directed by Engineer-in-charge. |
| 202 | Electrical Works |
| 203 | Supply Installation Testing & Commissioning of surface/suspended, LED batten extruded aluminium housing with polycarbonate diffuser. The luminaire shall have total lumen package of minimum 4400 lumens with system efficacy of >110lumen/watt, CCT 4000K to 5700K. It should have min IP-20. The lifeclass of the luminaire should be 50000 burning hours at L70B50 ,Power factor >0.95, surge protection of 4kV, THD <10%. Luminaire shall have input voltage range of 140-270V with cut off and auto restart voltage at 325V AC. Area applicable: Non false ceiling areas,Staircase and rooms |
| 204 | Supply Installation Testing & Commissioning of Recessed LED Down Lighter with PDC aluminium housing with high efficiency polycarbonate diffuser. Total lumen output package of minimum 1470 lumens with system efficacy of >110lumen/watt, CCT 4000 to 5700K, CRI>80, SDCM<5 with min IP-20 protection. The lifeclass of the luminaire should be 50000 burning hours at L70B50 .The electronic driver used shall have a power factor >0.95, THD <10%. Area applicable for Toilet Area |
| 205 | Supply Installation Testing & Commissioning of LED 2x2 luminaire with CRCA housing. The luminaire should have a SDCM < 5, CRI > 80 and CCT 4000K to 5700K with IP20 and IK02 classification. Luminaire should emit at least 3500 nominal lumens and an efficacy of atleast 125 lumen/watt. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours. Driver shall have P.F >0.95 and THD <10%. Area applicable for False Ceiling areas. |
| 206 | Supply Installation Testing & Commissioning of LED Bulkhead with PDC housing with high efficiency diffuser. Total lumen output of minimum 750 lumens with system efficacy of >120 lumen/watt, CCT 4000k to 5700K, min IP-66 and IK-09 protection. Lifeclass of 50000 burning hours at L70B50. It should have P.F >0.95, surge protection of 4kV, THD <10%. Luminaire shall have input voltage range of 140-270V with cut off and auto restart voltage at 325V AC. Area applicable For Shaft, Parapet wall. |
| 207 | Cable TraySupply, fabrication & installation of perforated return flanged type cable trays with horizontal & vertical bends, reducers, tee's, cross overs and other accessories as required conforming to IEC-61537. The tray shall be hot dipped galvanized for corrosion protection conforming to DIN 267 Part 10, EN 10346, BS EN ISO 1461, GI return flanged cable trays with 2 mm thick GI sheets conforming to E & M Specifications . The trays shall be tested for minimum safe working load and the deflection should be within the limits as per standard. All accessories including GI angles, threaded rods, fastners, clamps etc shall be provided (or installed on wall supported on suitable brackets as required) complete as per specifications, as required and as below. |
| 208 | 150 mm wide x 50 mm deep x 2 mm thick |
| 209 | 100 mm wide x 50 mm deep x 2 mm thick |
| 210 | 300 mm wide x 50 mm deep x 2 mm thick |
| 211 | Switch Socket |
| 212 | Supply & installation of following modular grid plate mounted switches and socket/s etc. on a suitable size electrogalvanised switch boxes complete in single or combination on prorata basis complete with the connections, earthing and testing as per specifications and as required:(Note the grid plate and GI BOX shall be selected suitably as per the requirement to fix the switches and sockets). |
| 213 | 1 no. 6A modular switch |
| 214 | 1 no. 16A switch and socket (for Exhaust Fan) |
| 215 | 1 no. 6/16 A switch and socket |
| 216 | Supply & laying of conduit and wiring for the following 16A socket outlet point with 3 x 6 sq. mm, 1100 Volt grade as per IS-694 FRLSH copper conductor wires in heavy gauge GI conduit surface run with GI saddles. -One no. 16A socket outlet point controlled by one 16A switch |
| 217 | Supply & laying of conduit and wiring for the following 16A socket outlet point with 3 x 6 sq. mm, 1100 Volt grade as per IS-694 FRLSH copper conductor wires in heavy gauge GI conduit surface run with GI saddles. -One no. 16A socket outlet point controlled by one 16A switch (excluding switch and socket) |
| 218 | Supplying installation testing and commissioning of 16A 3 pin industrial socket outlet with 16 A DP RCBO of 30mA sensitivity, in a Poly Carbonate IP-65 enclosure, with all mounting & fixing accessories with separately lockable facility complete as required. |
| 219 | Supply, laying,Testing and commissioning of GI Strips/wire for interconnecting the earthing stations ,panels,DBs etc. of the following sizes in built up trenches /surface/wall/ground complete with holes & fixing,jointing / terminating accessories as per specifications & drawing as required. (Quantity shall be paid as per the actual measurement as executed, however direct measurement shall not exceed the quantity indicated in drawing approved). -25 mm X 6 mm GI strip |
| 220 | Supply, Laying of GI Main Earth Terminal points including DMC/SMC insulator, anchor fastener, nut, bolts, etc. as required. Necessary fixing arrangement like holes of suitable dia. and number of holes with Nut, bolt spring lock washer for termination of lugs/Strip shall be provided - 500mm x 50mm x 10mm thick GI |
| 221 | Cables:Supply, Laying, Testing and commissioning at the site of work of 600 / 1000 V grade, Copper XLPE Insulated, armoured (SWA), Fire Survival Type Cables conforming to BS 7846 & BS 6387 and Specifications , of the following sizes on existing trays/ walls/ columns /indoor /trenches including the cost of supports with suitable clamps, saddles, hooks, bolts etc. and including the cost of proper dressing of cables, markers providing identification tags, earthing of glands armouring etc. complete as per specifications, as required and as below. |
| 222 | 4 core 16 sq mm Cu Conductor |
| 223 | 4 core 25 sq mm Cu Conductor |
| 224 | 4 core 10 sq mm Cu Conductor |
| 225 | Conduit Wiring |
| 226 | Supply & laying of conduit and wiring for the following light / Sockets/ Exhaust Fan / Bracket fan point/Signage with 3 x 2.5 sq. mm, 1100 Volt grade as per IS-694 FRLSH copper conductor wires in heavy gauge GI conduit surface run with GI saddles, or concealed or in GI raceway including chases and complete with GI junction boxes, pull boxes, inspection boxes,bends & other accessories etc. including insulated Protective Earth (PE) Conductor and earthing of switch boxes excluding the cost of switches/sockets and switch boxes.as specified and as under: First point controlled by one switchboard / 10A MCB |
| 227 | Secondary or looping points wiring as specified above using 3x2.5 copper (P+N+PE) wires in GI conduit for lights, fans, socket outlets including providing terminal block, ceiling rose & other accessories etc as required (excluding the cost of switches, sockets & switch boxes) as per specifications and drawings as required |
| 228 | Supply & laying of conduit and wiring for the following light / Sockets/ Exhaust Fan / Bracket fan point/Signage with 3 x 2.5 sq. mm, 1100 Volt grade as per IS-694 (for wires) & BS 6387 (for cables) FS-FRLSH copper conductor wires in heavy gauge GI conduit surface run with GI saddles, or concealed or in GI raceway including chases and complete with GI junction boxes, pull boxes, inspection boxes,bends & other accessories etc. including insulated Protective Earth (PE) Conductor and earthing of switch boxes excluding the cost of switches/sockets and switch boxes.as specified and as under: First point controlled by one switchboard / 10A MCB |
| 229 | Secondary or looping points wiring as specified above using 3x2.5 copper (P+N+PE) wires in GI conduit for lights, fans, socket outletsincluding providing terminal block, ceiling rose & other accessories etc as required (excluding the cost of switches, sockets & switch boxes) as per specifications and drawings as required |
| 230 | Supply, laying, termination, Testing and commissioning of PVC insulated, FRLSH, Copper Cables for Earthing in green colour, for interconnecting the earth station with METs of the following sizes in trenches/surface/wall/ground complete with accessories as per specifications & drawing as required. -1Cx16 Sq. mm, Cu Cable |
| 231 | Earth Pit - SITC of plate earthing station with 600 mm x 600 mm x 6.3 mm G. I. plate electrode, 50 mm dia G.I.watering pipe, GI funnel with wire mesh earth enhancing compound power, all earth work, masonry enclosure with frame, Heavy duty RCC top cover plate having locking arrangement,Disconnecting links, complete as per IS 3043:1987 for earthing.(Including civil work) |
| 232 | DB Box - 4WAY TPN LIGHTING,POWER DISTRIBUTION BOARDS (LPDBs ) consisting of following items; |
| 233 | INCOMER |
| 234 | 1 No. 40A, 4P, MCB |
| 235 | 3 Nos. 40A, DP RCCB for each phase (100 mA Sensitivity) |
| 236 | OUTGOING |
| 237 | 12 Nos. 10/16/25/32A, SP MCB's Spread equally in each phase. |
| 238 | Neutral link suitable for above outgoing feeders. |
| 239 | Earth terminal suitable for above outgoing feeders. |
| 240 | Terminals blocks for power & control cables. |
| 241 | ULDB Box- 4WAY TPN LIGHTING,POWER DISTRIBUTION BOARDS (LPDBs ) consisting of following items; |
| 242 | INCOMER |
| 243 | 1 No. 32A, 4P, MCB |
| 244 | 3 Nos. 32A, DP RCCB for each phase (100 mA Sensitivity) |
| 245 | OUTGOING |
| 246 | 12 Nos. 10/16/25/32A, SP MCB's Spread equally in each phase. |
| 247 | Neutral link suitable for above outgoing feeders. |
| 248 | Earth terminal suitable for above outgoing feeders. |
| 249 | Terminals blocks for power & control cables. |
| 250 | HDPE Pipes - Supply and laying of following HDPE pipe under paved areas including necessary excavation & back filling complete as required. |
| 251 | 200 mm dia HDPE pipe |
| 252 | 80 mm dia HDPE pipe |
| 253 | Supply installation, testing & commissioning of following light fittings including all accessories eg. Drivers, lamps, necessary clamps, chain brackets, surface/recess mounting arrangement etc. including GI angles, threaded rods, fastners, clamps and necessary supports, accessories and hardware as per specifications and all complete as required Bollards 40W |
| 254 | Supply installation, testing & commissioning of following light fittings including all accessories eg. Drivers, lamps, necessary clamps, chain brackets, surface/recess mounting arrangement etc. including GI angles, threaded rods, fastners, clamps and necessary supports, accessories and hardware as per specifications and all complete as required Footpath lights 12W |
| 255 | Supply installation, testing & commissioning of following light fittings including all accessories eg. Drivers, lamps, necessary clamps, chain brackets, surface/recess mounting arrangement etc. including GI angles, threaded rods, fastners, clamps and necessary supports, accessories and hardware as per specifications and all complete as required Focus Light 20W |
| 256 | Supply installation, testing & commissioning of following light fittings including all accessories eg. Drivers, lamps, necessary clamps, chain brackets, surface/recess mounting arrangement etc. including GI angles, threaded rods, fastners, clamps and necessary supports, accessories and hardware as per specifications and all complete as required Flood Light 230W |
| 257 | Supply installation, testing & commissioning of following light fittings including all accessories eg. Drivers, lamps, necessary clamps, chain brackets, surface/recess mounting arrangement etc. including GI angles, threaded rods, fastners, clamps and necessary supports, accessories and hardware as per specifications and all complete as required Mirror Light 12W |
| 258 | Supply installation, testing & commissioning of following light fittings including all accessories eg. Drivers, lamps, necessary clamps, chain brackets, surface/recess mounting arrangement etc. including GI angles, threaded rods, fastners, clamps and necessary supports, accessories and hardware as per specifications and all complete as required External Lighting |
| 259 | Provision for complete infrastructure for EV charging station, excluding EV charger, comprising necessary power supply arrangement and control cabling, conduits/cable trays, cable terminations and glands, earthing arrangement, charging point mounting arrangement/pedestal, protective barriers, signage and all other necessary accessories and incidental works, complete as required and ready for connection of EV charger, as per applicable standards and specifications. |
| 260 | Supply,installation,testing & commisioning of propeller fan complete with necessary supporting arrangements etc. Fans shall be provided with louvers,bird screens & fan guard. All equipment specifications and installation shall be complied to approved shop drawings and outline design/construction specifications.Fans shall be rated in accordance with the standard test code for air moving services and the test code for sound rating air moving devices of the AMCA.Timer Control of the Fans shall be included. Fans Shall be quoted as per technical Specification and drawings.Propeller Fans- Dia 315mm |
| 261 | VAC System |
| 262 | Inverter Split Type Units |
| 263 | Supply, Installation, Testing & Commissioning of Hi-Wall Split air conditioning units of specified capacities with R410A / Equivalent eco friendly refrigerant gas filling. The indoor units shall be wall fixing type. The Indoor unit shall comprise of Blower, Cooling coil, Filter and Expansion device. The Outdoor unit shall comprise of scroll / rotary Compressor, Air cooled condenser & Condenser fans. The outdoor unit shall be installed as per the tender drawings. Scope shall include all supports for the indoor and outdoor units. Rate inclusive of remote controller wireless,stabilizer, cabling for 20.Amps contactor with NO+NC (for remote operation through BMS) and control cable. The unit shall be sized to deliver following rated capacities minimum which excludes derated capacity due to excess length of refrigeration pipes, different elevation and the ambient temperature of 44 deg C .Capable of working at an ambient of 55 deg C.The quote should be inclusive of additional refrigerant filling,3 meter power cable from socket ,Stabilizer, installtion mounting accessoires , cordless remote control, and the unit shall be of supreme efficiency as per BEE 5 star rating. |
| 264 | 1.5 TR (5.25 KW) |
| 265 | 2 TR (7 KW) |
| 266 | Inverter Type Cassette Units |
| 267 | Supply, Installation, Testing & Commissioning of DX cassette air conditioning units of specified capacities with R410A / Equivalent eco friendly refrigerant gas filling. The indoor units shall be false ceiling fixing type. The Indoor unit shall comprise of Blower, Cooling coil, Filter ,inbuilt drain pump with 700mm vertical head and Expansion device. The Outdoor unit shall comprise of scroll Compressor, Air cooled condenser & Condenser fans. The outdoor unit shall be installed as per the tender drawings. Scope shall include all supports for the indoor and outdoor units. Rate inclusive of remote controller wireless,stabilizer, cabling for 20.Amps contactor with NO+NC (for remote operation through BMS) and control cable. The unit shall be sized to deliver following rated capacities minimum which excludes derated capacity due to excess length of refrigeration pipes, different elevation and the ambient temperature of 44 deg .Capable of working at an ambient of 55 deg C.The quote should be inclusive of additional refrigerant filling, 3 meter power cable from socket ,Stabilizer, installtion mounting accessoires , cordless remote control, Inbuilt drain pump and the unit shall be of supreme efficiency as per BEE 5 star rating. |
| 268 | 1.5 TR (5.25 KW) |
| 269 | 2 TR (7 KW) |
| 270 | Refrigerant Piping |
| 271 | Supply, Installation, Testing and Commissioning of Interconnecting refrigerant pipe work with closed cell elastomeric nitrile rubber tubular insulation covered with fiber glass woven cloth between each set of indoor & outdoor units.Refrigerant gas line tubes shall insulate with 25 mm thickness nitrile rubber and 13 mm thickness nitrile rubber for liquid line copper tubes. All piping shall be properly layed in pipe tray & supported with Galvanised steel hanger.Copper tubes shall comply with ASTM B 280-16 standard.Rate Shall be inclusive for all supports and tray for copper pipe laying. |
| 272 | 9.5 mm OD |
| 273 | 15.9mm OD |
| 274 | Low Side Item |
| 275 | Supply, installation, testing and commissioning of condensate drain UPVC piping as per BIS 4985 with necessary clamps, supports, hangers and fitting such as bend, tees, reducers etc. duly insulated with 9 mm thick closed cell elastomeric nitrile rubber tubular insulation with fiber glass woven covering. |
| 276 | 50 mm dia |
| 277 | 40 mm dia |
| 278 | 25 mm dia |
| 279 | Fire Detection and fire fighting System |
| 280 | Detectors - Addressable combine optical Smoke Detector Monitoring Modules (For False Floor/Above ceiling /Below ceiling as per outline constructions specifications and Employer's requirements - FIREFIGHTING |
| 281 | Sounder - Addressable Sounder with strobe light as per outline constructions specifications and Employer's requirements - FIREFIGHTING |
| 282 | Fire Alarm Cables- Supply, Laying, Testing and commissioning at the site of work of 300 / 500 V grade, Fire Survival Type Cables, armored (SWA), screened conforming to BS 7629 & BS 6387 and Specifications , of the following sizes on existing trays/ conduits including the cost of supports with suitable clamps, saddles, hooks, bolts etc. and including the cost of proper dressing of cables, markers providing identification tags, earthing of glands armouring etc. complete as per specifications, as required and as per as per outline constructions specifications and Employer's requirements - FIREFIGHTING |
| 283 | 2 core 2.5 Sq.mm Copper Conduct |
| 284 | 2 core 1.5 Sq.mm Copper Conductor, |
| 285 | Telephone Jack with back box and necessary accessories as peras per outline constructions specifications and Employer's requirements - FIRE FIGHTING |
| 286 | Handset for Telephone Jack with necessary accessoriesas per outline constructions specifications and Employer's requirements - FIREFIGHTING |
| 287 | Supply, Installation, Testing and Commissioning of Repeater Annunciator Panel with Mimic panel as per outline constructions specifications and Employer's requirements - FIREFIGHTING |
| 288 | Addressable Fault Isolator as peras per outline constructions specifications and Employer's requirements - FIREFIGHTING |
| 289 | Response Indicator as per the Employer's requirments and specifications |
| 290 | Fire Fighting System |
| 291 | Providing and fixing poprtable fire Extinghusher , dry powder type (ABC type)of 6kg (gas cartridge) with 90% MAP and initially fully charged cylinder, completed with standardsb discharge valve with tube, CI bracket for wall mounting etc. conforming to relevent standard IS 15683:2018 |
| 292 | Proving and Fixing initially fully charged portable Fire Extinguisher of 4.5 kg Capacity conforming to IS 2878 , carbon dioxide type with CO2 gas, complete with squeeze lever discharge valve, pressure guage, discharge tube horn including CI bracket for wall mounting etc. conforming to relevent standard IS 15683:2018 |
| 293 | Pipe for Fire system : Providing and fixing of heavy duty Galvanised Steel Pipe (grade class C) with all fittings (Grooved / Screwed ) viz. flanges, bends, tees, elbows, reducers, as specified, including cutting, grooving / making threaded joint and fixing to floor / wall with approved structural supports such as clamps, GI angles, hangers, neoprene rubber, etc. This further includes (1) Cutting holes / chases in brick or RCC walls / slabs and making good the same (2) Painting with two or more coats of synthetic enamel paint of approved shade as per pipe colour code over two coats of primer (3) Painting of legends with direction arrows complete as per specifications.GI Pipe-150mm |
| 294 | Supply, Installation, Testing and Commissioning of Double Headed SS 316, ISI mark oblique pattern hydrant landing valve with 100mm diameter flanged inlet & 63mm instantaneous type female outlet with SS 316 blank cap and chain spring release type lug and accessories as per IS 5290: 2-way Hydrant Valve |
| 295 | Supply, Installation, Testing and Commissioning of Butterfly Valves with grooved end of the following sizes (conforming to IS: 13095), suitable for pressure rating of 16 Kg / Sq. cm, with ductile iron body conforming to IS: 1865, cast iron gear unit, flag, and handwheel conforming to IS: 210, all materials of valve shall comply with the specification, including painting complete as required.Butterfly Valve - 150 mm dia |
| 296 | Supply of Ductile Iron Cement Lined BS EN 545 Class K9DI Pipe - 150mm dia |
| 297 | Fire Hose CabinetProviding and fixing Fire Hose Cabinet made up of fully welded construction of size 750 x 600 x 250 mm, fabricated from 14 SWG GI sheet, having hinged double front door with locking arrangements and partially glazed with 5 mm thick glass. Cabinet must have Stove enamelled Fire Red finish with \\"FIRE HOSE\\" written on front and must be suitable for housing 2 Nos. 15m long synthetic Hose with couplings, 1 No. Branch Pipe, Fire Man Axe complete as specified in drawing. |
| 298 | RRL hose 15 MtrProviding and fixing 63 mm diameter, 15 metre long, reinforced rubber lined hose pipe conforming to IS 636/88 type-B with UL listed having Stainless steel (SS 316) male and female Instantaneous type coupling, wire complete as per IS: 636. |
| 299 | Branch Pipe With NozzleProviding and fixing of standard size Stainless steel (SS 316) 63 mm diameter short branch pipe with nozzle, conforming to IS 903 and Specifications |
| 300 | Sensor based , automatic Turnstile Access Gate (Flap barrier) |
| 301 | Semi-Automatic Tripod gate |
| 302 | Boom barrier - Electro mechanical boom barrier with all accessories upto 6m length |
| 303 | Rubber Speed breaker of size 75mm thick with reflectors including cost, conveyance and all other incidental charges etc., complete as per standard specification |
| 304 | Motorised steel gates upto 6.00 metre width |
| 305 | Manpower for Miscellaneous works |
| 306 | Unskilled Labour |
| 307 | Semi-skilled labour -Supervisor |
| 308 | Highly Skilled Labour - Chipper/Mason/Carpenter |
| 309 | Housekeeping by engaging manpower |
| 310 | Deep cleaning of the building premises |
| 311 | RCC Storm Water Drain of cross sectional area varying from 2.7 sqm upto 4 sqmi/c necessary excavation, levelling course - M15 grade PCC, shuttering, M35 grade RCC and backfilling as required and all complete as per the drawings and specifications. Reinforcement shall be paid under the relevant item. |
| 312 | RCC trenches for services of 600mm wide , depth ranges from 600mm to 1000mm with precast/cast in situ cover slab, i/c necessary excavation, levelling course - M15 grade PCC, shuttering, M35 grade RCC and backfilling as required and all complete as per the drawings and specifications. Reinforcement shall be paid under the relevant item. |
| 313 | Horticulture and Landscaping including 300mm good earth filling, grassing, tree plantations/ shrubs/ potted plants etc. including water sprinkler provisions and watering and maintenance for 3 months(plants like Alstonia Scholaris, Foxtail palm, Pheltophorum, Bahunia Purpurea, Raphis Palm, Golden Duranta, Rhoeo spathacea, Wedelia, Hamelia patens, Grass etc. ) |
| 314 | Foot path, lawn, walkway |
| 315 | Foot path with Granite: Providing and Laying granite 50mm thickness over 50mm thick compacted bed of sand, compacting and proper embedding/laying of granite blocks into the compacted sand bedding layer, filling the joints with mortar/sand as per required size, all complete as per direction of Engineer-in-Charge. |
| 316 | Granite Kerb : 100mm thick by 300mm depth Providing and laying machine-cut, dressed natural granite stone kerb of approved color and shade, having dimensions of 100 mm wide and 300mm height, straight or curved as required. The kerb stone shall be set in position over a base of 50 mm thick M-15 grade cement concrete backed and jointed with cement mortar 1:3 (1 cement : 3 coarse sand) including necessary excavation, preparation of sub-grade, alignment, haunching, and curing complete as per architectural drawings and direction of the Engineer-in-Charge. |
| 317 | Providing and laying factory made chamfered edge, 80mm thick Cement Concrete paver block of M-30 grade in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size, design, colour and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 318 | Providing and laying at or near ground level factory made Kerb stone (150mm thk) of M-25 grade cement concrete in position to the required line, level and curveture, jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5mm), including making drainage opening wherever required complete etc as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C kerb stones shall be approved by Engineer-in-charge). |
| 319 | Road widening works |
| 320 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in all kinds of soil or rock for all leads and lifts including getting out and disposal of excavated earth necesaary for the construction of roadway in accordance wit the specifications and in lines, grace and cross section/level as shown in the drawing or as directed by Engineer-in charge.All kinds of soil |
| 321 | Preparation and compaction of sub grade with power road roller of 8 to 12 tonne capacity including excavating earth to an average of 22.5 cm depth, dressing to camber and compacting and consolidating by mechanical means / road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with all leads and lifts. Work should be carried out as per MORTH specifications. |
| 322 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-25 |
| 323 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 324 | Providing and applying prime coat / tack coat using hot straight run bitumen of grade VG -10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 325 | On WMM @ 0.75 Kg / sqm - Prime Coat |
| 326 | On bituminous surface @ 0.50 Kg / sqm - Tack Coat |
| 327 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of adequate TPH capacity. |
| 328 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of adequate TPH capacity. |
| 329 | Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable IRC/ relevant specifications. |
| 330 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/ horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting ofbarricading from one location to another location as many times as required during the execution of the entire work till its completion Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer in-ChargeNote : One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysDec 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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