Bhabha Atomic Research Centre Tender
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Bhabha Atomic Research Centre - BARC Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date26 Nov 2024
Closing Date31 Dec 2024
Tender Amount₹ 4,19,60,656
Costs
EMD
₹ 9,90,272Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BARC_836339_1Tender No
BARC/CSS/ET/34/2024-2025 Dated 21/11/2024Tender Authority
Bhabha Atomic Research Centre ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
DISMANTLING TILE WORK IN FLOORS AND ROOFS laid in cement mortar including stacking material within 100m lead for thickness of tiles above 10 mm and up to 25 mm as per direction of Engineer-in-charge.
4850
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DISMANTLING BRICK BAT COBA CEMENT BASED WATER PROOFING over roof and chajjas carefully with out damaging adjecent structures including lowering and stacking of materials and dispoal of unserviceable materials within 200m lead as per direction of Engineer-in-charge.
116
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DISMANTLING ALUMINIUM / GYPSUM PARTITIONS, DOORS, WINDOWS, FIXED GLAZING AND FALSE CEILING including disposal of unserviceable surplaus material and stacking of serviceable materials within 100m lead as directed by the Engineer-in-charge.
582
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DISMANTLING DOORS, WINDOWS AND CLEAR STOREY OPENINGS (STEEL / WOOD) SHUTTER including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) Of area 3.00 Sq.M and below as per direction of Engineer-in-charge.
39
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DISMANTLING G.I. PIPES of all diameter external work including excavation and refilling trenches after taking out pipes manually / by mechanical means including stacking of pipes within 100 m lead as per direction of Engineer-in-charge.
437
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DISMANTLING OF RCC WORKS carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200m lead as per direction of Engineer-in-charge.
39
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DISMANTLING STONE SLAB flooring laid in cement mortar including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge.
388
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DISMANTLING STEEL WORK in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc. as per direction of Engineer-in-charge.
1
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DISMANTLING ROOFING including ridges, valleys and gutter etc and stacking the material within 50 m lead. G.S Sheet / FRP Sheet / AC Sheet as per direction of Engineer-in-charge.
136
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Lead charges for Lead of debris beyond 4 KM but upto & including 30 KM outside BARC / Anushaktinagar colony area by mechanical transport including loading, unloading, stacking / levelling etc.
Note: The rates in respect of this item are applicable for NET Quantities arrived at after making deduction for voids @ 30% in respect of debris from corresponding STACK/TRUCK Measurement.
Note: Finding authorised ground for disposing debries, trasporting of debries at disposal ground, disposing, stacking, leveling & statutery charges if any will be responsibility of the Contractor and no extra charges shall be paid for the same. The debris from identified area shall be cleared every week after accumulation of minimum one Track Load.
-
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Debris Beyond 4 Km but up to and including 30 Km.
495
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Providing and fixing Zing Coated MS C-Channel / 1.5mm THICK GI Z-SECTION TO FORM C-SECTION AS PER SITE CONDITION FOR COVERING GAP/JOINTS BETWEEN STONE CLADDING & WALL with shelf drill screws including all materials, labour, with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
1746
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Providing & laying seamless bonding layer of 75mm width x 50mm depth in between gaps by supplying & applying POLYURETHANE FOAM PU-SP (NON FIRE GUN GRADE) / PU-SC (NON FIRE ANNUAL GRADE) for filling the gaps in uniform layer. The Surfaces should be clean, free of dust, grease & other impurities before applying the POLYURETHANE FOAM. Dry and porous surfaces should be moistened with water and the optimal temperature can be maintain at work site of about 20°C to 25°C. Before applying, shake the sealed can of POLYURETHANE FOAM of 750ml thoroughly (about 20 times) with the valve upside down. After shaking, remove the protective cap and screw the adapter / Dispenser Gun. Hold the can upside down and activate the foam by pressing the valve. It should be considered that the POLYURETHANE FOAM would expand 2-3 times. For filling a gap wider than 50 mm with POLYURETHANE FOAM, work will be in layers. Apply the second layer once the first one has hardened in 4-6 hours. Once the foam has been hardened, cut the potruded portion with a sharp knife to make the surface in uniform layer and if required, finish the surface with sealant covering, plastering, painting, etc. To provide a better performance of POLYURETHANE FOAM, surface to be moistened before application and cured foam must be protected against UV. The POLYURETHANE FOAM Can comes in 750ml Can with a volume coverage of 33-38ltr and compressive strength of 0.04-0.95 MPA with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
Note: (1) CONSIDERED GAP SIZE OF 75MM WIDTH X 50MM DEPTH. (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor.
Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. INDEX MAKE PU FOAM or equivalent make
1746
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Providing & Laying non-sagging, 2 component, chemical resistance, elastomeric, POLYSULPHIDES JOINT SEALANT designed to seal construction & automotive joints after curing to form a tough, flexible, anti-aging, thermal stress resistance, non-shrinkage, non-staining rubber like seal suitable for excellent adhesion to concrete, stone, metal etc. and having resistant to many chemicals & outdoor exposure. POLYSULPHIDES JOINT SEALANT is suitable for use in both vertical and horizontal applications. Primer shall be applied to a clean and dry surface prior to the installation of backer rod or bond breaking tape. Apply PP-110 porous primer on surface. The primer shall be applied by a brush in a thin coat for obtaining clean & neat finish. Masking tape shall be applied on both the edges of the joints before applying the primer with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
Note: (1) CONSIDERED GAP SIZE OF 10MM WIDTH X 10MM DEPTH. (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor.
Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. ESSRBOND MAKE POLYSULPHIDES JOINT SEALANT or equivalent make
3395
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Providing & Laying POLYURETHANE ELASTOMERIC SEALANT FOR STONE CLADDING GAPS of elastic, single component, moisture curing, non-sag, gun grade hybrid type which is designed to seal construction & automotive joints that are subjected to movement. POLYURETHANE ELASTOMERIC SEALANT has a very good adhesion to all Construction & Industrial Material and can be applied to joints between 5mm to 10mm wide gap & 25mm deep. Design Joints which are expected to experience continuous cyclic movement should be designed such that the sealant is applied to an optimum width to depth ratio of 2:1 subject to the coverriding recommended minimum sealant depths of (i)5mm for accurately formed, non-porous surfaces such as glass and metal, (ii)10mm for precast concrete, brick and other porous surfaces etc. The sealing slot should be formed by using a backer rod which supports the sealant during application and provides a bondbreaker at the base of the slot to allow movement to accommodate over the full length with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
Note: (1) CONSIDERED GAP SIZE OF 10MM WIDTH X 10MM DEPTH. (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor.
Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. ESSRBOND MAKE POLYURETHANE ELASTOMERIC SEALANT or equivalent make
42680
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Providing & Laying ACP GLAZING SEALANT SUITABLE FOR SEALING JOINTS IN ACP PANEL Concrete, Brickwork, Block Work & Perimeter Sealing Ensure that all surface area needs to be clean, dry & free from all loose dirt, dust oil grease or any other containment. Metal surface should be cleaned & degreased. The tip of the Nozzle to be cut according to the width of the surface and fixed to the Applicator. The Cartridge package is cut from one edge and fixed to a suitable gun. The cap cut is screwed to the Cartridge cylinder of the gun. The joints should be filled at one time and without gaps during the application. The surface of Sealant applied in the joints should be smoothened with a dampened spatula or by hand immediately before skin formation. The adhesive tape should be removed afterwards. The opened packages should be consumed as quickly as possible. The contaminate areas and used tools should be cleaned with white spirit or alcohol within 10 minutes. The joints to be cleaned mechanically after cured. Joint width/depth ratio should be 2:1 with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
Note: (1) CONSIDERED GAP SIZE OF 10MM WIDTH X 10MM DEPTH. (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor.
Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. ESSRBOND MAKE EB-789 or equivalent make
10670
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Providing & Laying one coat of POLYURETHANE BASED FLEXIBLE COATING on top of the metal channel (Cleaning of the metal channel with brush and water if required thoroughly and allowing the surface of the channel to dry completely) followed by evenly sprinkling of quartz sand on top of the wet coating on the internal surface of the entire metal channel and leave it for air curing for 24 hrs. The PU coating should be a type 5 adhesive as per IS 15477: 2019 and should have the following properties: Appearance: Part A - White Paste / Part B - Pale Yellow; Specific Gravity (g/Cm3): Part A - 1.83 / Part B - 0.97; Mixed Density: 1.7 ± 0.2; Viscosity of Mixture: ≈750000 mPa.s, rotor 7 RPM 5; Adhesive Thickness: from 2 to 5 mm; Mix Ratio by weight: Part A - 9 & Part B – 1; Consistency of mix: Very Viscous; Pot life: 50 to 60 Minutes; Open time (EN 12004-2): 30 to 40 Minutes; Vertical slip (EN 12004-2): ≤ 0.5 mm; Coverage: 2 ≈ 1.7 kg/m per mm of thickness; Shear Adhesion after 28 days (IS 15477: 2019): ≥ 6 N/mm2; Shear adhesion strength after water immersion (EN 12004-2) : ≥ 3.5 N/mm2; Shear adhesion strength after thermal shock (EN 12004-2): ≥ 3.5 N/mm2; Shear adhesion strength - Heat Ageing Conditon (IS 15477): ≥ 3.5 N/mm2; Adhesion to concrete (EN 12004-2): ≥ 3 N/mm2 (concrete yield); Elongation at break after 7 days ≈ 30%; Vertical slip (EN 12004-2) ≤ 0.5 mm; Resistance to temperature: from - 400 C to +1000 C; Deformability (IS 15477 : 2019): ≥ 10 mm with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. MCON MAKE MAGIC COAT PU or equivalent make (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor.
233
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Providing & Laying one coat of ACRYLIC MAGIC COAT PRIMER on the cured Micro Concrete Surface. Allow it to dry for 3 hours. Applying 1st Coat of polyurethane based single component liquid membrane Magic Coat PU brush or roller to achieve coverage of not less than 2.8 Sq mtr per Kg. After 24 Hours of air curing, applying 2nd Coat of polyurethane based single component liquid membrane Magic Coat PU perpendicular to first coat by brush or roller to achieve coverage of not less than 1.8 Sq mtr per Kg followed by sprinkling of quartz sand on the wet surface of the second coat. Allow air curing for 72 hours. The PU Coating to be used should have the following properties: Colour: White/Grey, Specific gravity: 1.4 ± 0.1, Solid % :70 ± 5, Application temperature : 5 C to 50 C, Service temperature: 40 C to +70 C, Elongation (ASTM D 412): 400%, Tensile Strength (ASTM D 412): ≥2.5N/mm2 , Adhesion in peel test (ASTM C 836): ≥30N, Water permeability @5 bar, mm (BSEN 12390): Nil, Tear resistance (ASTM D624-00): 15 (KN/m), Water vapour transmission 2.3mm film (g/m /hr): 0.4 - 0.6, Initial hardness (Shore A) (ASTM D 2240): ≥50, Crack Bridging ability (ASTM C 836): No cracks upto 1.5 mm, Solar Reflectance Index ASTM E1980, White : 105%, Chemical resistance: Unaffected by mild acids, alkalis and water borne salt does not biodegrade with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. MCON MAKE ACRYLIC MAGIC COAT PRIMER or equivalent make (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor.
485
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CLEANING OF SANDSTONE / GRANITE SURFACE WITH ALKALINE BASED FAST ACTING CLEANER. The surface of the stone should not be damaged/discoloured/errod during application of the cleaning materials. Wash the surface with clean water and dry the surface befor further application. The Light Yellow Coloured, Floral Odour Cleaning Solution will have pH 13, Boiling Temperature 100 C & be in liquid state at 20 C with a dnsity of 1.16gm/CubCm and may Coverage of 6 to 10 SqM/Litre. Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. GUARD WASH EXPRESS - PRODUCT CODE 1415 or equivalent make (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor.
9894
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APPLICATION OF ALGAE PROTECTION SOLUTION TO SANDSTONE / GRANITE SURFACE FOR LONG LASTING, CURATIVE & PREVENTIVE FUNGICIDAL TREATMENT. The product should inhibits the reappearance of micro-organisms without any damage or discolouration of the surface. Wash the surface with clean water and dry the surface befor useing the Fungicidal Treatment. The Light Yellow Coloured, Neutral Odour Fungicidal Solution will have pH 13.5, VOC 75 g/l & be in liquid state at 20 C with a dnsity of 1.04gm/CubCm, Coverage of 50 SqM/Litre. Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. GUARD ALGAE CLEANER - PRODUCT CODE 7125 or equivalent make (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor.
9894
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IMPREGNATION AND PROTECTION OF SANDSTONE / GRANITE CLADDING SURFACE BY WATER/OIL REPELLENT COMPOUND which is water based, low volatile organic compound, breathable and biodegradabe impregnating sealer based on acrylic fluoropolymer technology. The colourless, odouress product is a Solution having pH 7, liquid state at 20 C with a dnsity of 1.01gm/CubCm, Coverage of 10 SqM/Litre should have 100% water, oil & stain repellent with anti-graffiti property and shall protect against weather, humidity, frost, high temperature, UV radiation. The product should be breathable and treated material should remain permeable to air and water vapour. It should not change the appearance of the application surface during & after application. Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. GUARD WATER/OIL REPELLENT COMPOUND - Protectguard HD - Product code 2110 or equivalent make (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor.
9894
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REMOVING BITUMEN BASED / CHEMICAL BASED WATERPROOFING TREATMENT with synthetic wire mesh from terrace, chajjas etc. disposing within 50 mtr. as per direction of Engineer-in-charge.
4540
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Preparing the EXISTING WATERPROOFING BY MAKING IT SLIGHTLY ROUGH by grinding the same by mechanical means and cleaning the surface, removal of polycon net etc. and to make it free from all unwanted dust, loose material and other contaminants that may damage the water proofing treatment complete as directed by the Engineer-in-charge
4540
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PROVIDING STRUCTURAL REPAIRS IN OLD DAMAGED CONCRETE STRUCTURES / SURFACES approved Polymer (Acrylic) with following operations: (1) Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water. (2) Cleaning the reinforcement bars with Acetone for complete rust removal and washing with water to make the surface clean. (3) Applying protective coat / bond coat using polymer and cement in the proportion of 1: 1.5 (1 part of polymer and 1.5 parts of cement) in synthetic enamel paint like consistancy with brush. (4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg : silica sand 37.50 Kg. mixed with 10 litres of Polymer or (1 Kg cement : 1.75 kg washed and dried river sand : 0.75 Kg silica sand : 200 ml polymer). (5) If thickness of repair exceeds 20mm, after every 20 mm thick repair, bond coat as per 3 above to be applied and further thickness of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed at site suitable for structural repair shall be used). Scaffolding will be paid seperately under relevant item. Note : Tentative/suggested make for the guidance of the bidder (s) : M/s. ROFFE/BASF/FOSROC or equivalent make
437
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Providing and fixing DOUBLE TUBULAR SCAFFOLDING SYSTEM using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding
13192
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Providing SFMC MICRO CONCRETE for strengthening of structural members including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge
-
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Using 100% SFMC
3444
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Using SFMC with 50% Quartz aggregate by weight (Only SFMC consumed alone will be measured for payment)
252
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Providing and laying in position CEMENT CONCRETE OF 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
41
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Providing, centering, shuttering FORM WORK USING PVC FILM FACED PLYWOOD to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings and specifications at all levels and as directed by the Engineer-in-charge. For Super Structure with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
825
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Providing REINFORCEMENT FOR REINFORCED CEMENT CONCRETE at all levels including supplying, preparation of bar bending schedules,cutting, bending, transporting, fixing, tieing in position with 1.6 mm dia soft drawn annealed binding wire all labour charges, cost of cover blocks in specified grade of concrete etc. complete including cost of binding wire as per specifications and drawings. Steel Supplied by the Contractor. Using TMT bars of specified grade all dia bars to be supplied by the contractor manufactured confirming to IS:1786 only with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
9
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Providing 20 mm THICK PLASTERING USING READY MIX EXTERNAL PLASTERING COMPOUND for External faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning complete. all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge. NOTE: For guidance of Contractor, ROOFIT or approve equivalent is only indicative in nature & for suggestion only.
1242
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GRADING ROOF FOR WATER PROOFING TREATMENT with concrete / cement mortar as specified to obtain proper slope all as directed by the Project engineer. By using Cement Mortar 1:3 using 100% Manufactured sand and as directed by the Engineer-in-charge.
349
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Extra for providing and mixing WATERPROOFING COMPOUND added @2%by weight of cement or in the proportion by the manufacturer and as directed by the Engineer-in-charge.
4540
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Providing and fixing in position 50 mm thick JOINT FILLER BOARD of Approved make in expansion joints to the required size and shape, placing and keeping in positioncomplete as per specifications and drawings and as directed by the Engineer in charge.
165
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Providing and fixing machine moulded anodised ALUMINIUM SHEET COVERING of approved pattern and design made out of required width machine cut aluminium steel and machine holed for receiving screws over expansion joints on vertical surfaces/ceilings/floors with full threaded, cadmium plated steel screws 4 mm dia, 30 mm long and aluminium washers 2 mm thick, 15 mm dia at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete, made out of colour anodized aluminium sheet 3.0 mm thick or as specified (Minimum coating of anodisation shall be of 15 micron thickness).
1407
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Providing CEMENT BASED WATERPROOFING TREATMENT to new terraces / chajjas including cleaning the concrete surfaces, giving injections to the top slab as required with cement & approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting "autoclaved aerated light weight block bats" coba in waterproof mortar 1:4 (using crushed sand) with necessary gradient for easy flow of water, complete as per specifications and as directed by the Engineer-in-charge.
49
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Providing & Applying CEMENT GROUTING complete as per specifications (i) Clean the surface with clean water & keep wet for some time, (ii)Mix required quantity of GROUT with 11% to 13% water to get desired consistency, (iii)Mix with low speed spiral mixer to get lumps free paste, (iv)Pour the mix continuously with presure jet as directed by Engineer in charge. Note : Tentative/suggested make for the guidance of the bidder (s) : M/s.ACC SURAKSHA GROUT-275 or equivalent make
4540
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Clean the surface with wire brush and wash with a high pressure water jet to remove dust, dirt etc. FILLING THE CRACKS USING DYMONIC 100 POLYURETHANE BASED MOISTURE TRIGGERED SEALANT WITH 50% MAF . The rate will be inclusive of labour, material , tools and all consumables etc. complete as directed by Engineer in charge.
126
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Providing and applying cold liquid Polyurethane waterproofing system having following layers:
(a) Primer / base coat: Providing and applying (Pre-Measured Packed) silver grey coloured 2 (two) component solvent free, odourless, Epoxy-based Primer with excellent adhesive property on the clean and grinded surface/substrate. The substrate can be slightly moist (in concrete, the moisture must be less than 20 %), sound and free from any material that would hinder good adhesion. Mix component 'A' into component 'B' in ratio of 1: 0.16 by weight thoroughly with a clean stirring stick. The mixture should be of uniform colour & free from streaks and be applied evenly with roller. The primer should be completely dry for further application of liquid applied polyurethane based membrane/ coating. The consumption, depending on the nature and condition of the substrate for priming, should be within the range of 250 – 400 gm/sq.m. The rate shall including cost of all material, labour, tools & plants, consumables etc. complete all as directed by EIC.
(b) Top coat: Providing and applying cold liquid applied waterproofing based on highly flexible solvent free single component Polyurethane system and special needle punched non woven, system compatible polyester fleece of minimum 120 GSM as reinforcement. The cold liquid applied reinforced system shall have high crack bridging property and shall be UV stable, solvent-free, Cool Roof system.
Application procedure: (i) Stir the material well before use. (ii) 2/3rd of the waterproofing mix material to be applied on the primed substrate and the special polyester fleece of min. 120 gsm to be rolled with roller including removal of air bubbles with an overlap of min. 5 cm. (iii) The remaining 1/3rd of the waterproofing material to be poured onto the surface until complete saturation is achieved. The layers should be applied on wet surface of earlier coat and there should not be any time lag during the laying of the system. (iv) After curing, one coat of material approx. 300g/sq.m. to be applied after 24 hours. (v) The total system of waterproofing for material and components shall be procured from single manufacturer. (vi) The total thickness achieved from the application should be from 1.4 to 1.7 mm. (vii) The total consumption of mix waterproofing depending on the nature, porosity and condition of the substrate should be in the range of 2.3 to 2.7 kg/sq.m. The rate shall including cost of all material, labour, tools & plants, consumables etc. complete all as directed by EIC.
Specifications/Technical Parameters: The tensile strength of the membrane shall be min. 8.60 N/sq.mm and Elongation at break with fleece shall be min. 83.0 % (with fleece). The Tear Resistance of the membrane shall be min. 41.0 N/mm, Solar Reflection Index (SRI) Value of membrane shall be min. 100, Degree of solar reflectance of the membrane shall be min. 85% and adhesive strength shall be min. 2.40 N/sq.mm. etc. Note : The contractor shall provide min. 10 (ten) years Leak Proof Performance warranty for the complete waterproofing work. Tentative / suggested make for the guidance of bidder(s): Kemperol 1K system of M/s Kemper System Pvt. Ltd. or equivalent .
4753
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Providing and fixing PVC RAIN WATER PIPES conforming to relevant IS type B and PVC SWR fittings & specials conforming to relevant IS including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps etc complete all as per drawings, specifications and as directed by the Engineer-in-charge. SWR PIPE 160 mm O/D
165
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Providing and fixing 150 mm x 150 mm CAST IRON GRATING for rain water down takes at roof including chipping and grouting complete all as directed by the Engineer-in-charge
165
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CORE CUTTING in RCC beyond 100 mm up to and including 150 mm Dia
4
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Providing and fixing hand rail using 304 grade STAINLESS STEEL PIPES of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge
485
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EARTH WORK EXCAVATION by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. From 0.00 to 1.50 m depth from Average Ground Level
437
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Supplying, Stacking and Laying of 150 mm thick RUBBLE SOLING STONES as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charges
1455
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Providing and laying in position CEMENT CONCRETE OF 1:3:6 (1cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form
work shuttering, centering Complete at all levels
116
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Providing and fixing 15-17 mm thick gang saw cut mirror polished (Premoulded and Prepolished) machine cut GRANITE OF TELEPHONE BLACK COLOUR FOR KITCHEN PLATFORMS, vanitiy counters, Wash basin Counters, Door Frames, window sills, facias and similar locations of required size, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete as directed by the Engineer-in-charge at all levels.
19
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Extra for providing EDGE MOULDING TO 17mm THICK MARBLE STONE / GRANITE SLAB counters, Vanitis etc. including machine polishing to edge to give high gloss finish et. Complete as per design approved by Engineer-in-charge.
Granite Work.
68
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Providing and fixing 25 mm thick Colour PVC Integral Foam Sheet door shutters flush door of approved colour, of approved make or equivalent, design, colour and fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges, Fixing of Stoppers, tower bolts, baby latch, aldrop, handles etc.wherever required with S.S. screws (Stopper, Tower bolt, Baby latch, Aldrop, Handels etc Shall be supplied by department) etc. complete as per specifications and as directed by Engineer-in-charge. Note : The door should satisy the following technical parameters as under:
1. Density : 0.475 to 0.55 g/cc,
2. Hardness (Shore 'D'): min. 55,
3. Water absorption : max. 1 %,
4. Tensile strength : min. 13 MPa,
5. Elongation : min. 15 %,
6. Flextural Strength min. 30 MPa,
7. Compressive Strength at 10% Deformation : min. 3 MPa,
8. Vicat Softening Temperature: more than 75 Deg Celcius
9. Flammability: classification B : S3 : D0 (to be tested as per NF EN 13501-1 standard)
49
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Designing, providing and fixing approved quality STONE DRY CLADDING of specified size in plain and curved surfaces fixed by using stainless steel 316 anchor fasteners/ fixtures, Work includes cutting to required size, drilling holes in stone, notches to receive S.S 304 pins, cramps, including 8mm dia backer rod inserted in in 6mm gap between stones sealed with silicon sealant, 6mm dia 60mm long pins on vertical/horizantal joint of adjacent stones (1No in 152 height stone) and 4mm dia 50mm long pins (2 Nos in 568mm high stones) ,seperating angles at intervals, (if required by design). supporting arrangements shown in the drawing etc. complete to correct line and level, cutting, positioning, supproting, wastages, scaffolding/ double/ mmulti level staging if any at all heights and filling with approved sealing compound, sealing of junctions of various materials, joints ,around anchors with sealant, clear sealer coat over stone etc., complete all as per specification and as directed by the EIC. Note: 1. Anchor fasteners/clamps, supproting S.S angles etc., shall be paid in relevant item. 2. S.S pins (1 No 6mm dia 60mm length & 2 Nos 4mm dia 50mm length) used for vertical joint of adjacent stone shll not be measured seperately. Quoted rate shall inclusive of the said pins for the entire caldding system with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.
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With Polished BANSI PAHARPUR SAND STONE 50MM THICK
582
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With with 25mm thick approved quality quary faced DHOLPUR SAND STONE.
388
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Providing and fixing S.S. PRESSED ANGLE BRACKET/CLAMP 5X50 OF GRADE 304 with dowel pin and adjustable screw etc. as per design for the load of stone, wind and other, of M/s. HILTI in dry stone cladding.
2619
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Providing and fixing MEDIUM DENSITY SAFETY STUD HST-R M8X75/10 S.S. ANCHOR FASTENER for cladding with R.C.C works/structural elements.
776
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Providing and fixing 10mm Light duty S.S. HEXAGONAL HEAD HRD-URS 10X80/10 U anchor fastner with Polyamide Sleeve for cladding with masonry work.
1940
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Providing and fixing ANODIZED ALUMINIUM WORK FOR DOORS, WINDOWS, VENTILATORS and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (Note : Fittings glazing and panelling shall be paid for separately).
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Anodised Aluminium sections (Minimum anodizing thickness of 15 micron)
825
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Extra for COLOUR ANODIZING / DYED ANODIZING
825
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Providing and fixing GLAZING IN ALUMINIUM DOORS, WINDOW, VENTILATOR shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-Charge (Cost of snap beading shall be paid in basic item)
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With toughened float glass panes of 6.00 mm thickness
87
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Providing and fixing following type of approved quality DOUBLE LAYERED CLEAR FLOAT GLASS PANES for windows/ventilators/partitions/shutters and fixing with Aluminium frame work including fixing aluminium channel beading (to be paid under relevent item)and providing and fixing with 2 way EPDM gasketing, to ensure water and air tightness and neoprene cushions / gasket accommadated in grooves, necessary bronze anodised screws etc., all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note : Quoted rate shall hold good for plain/covered/any other geometric shapes & sizes of all glass panels for windows, door cum windows, wall span etc.,at all leads,levels,lifts and floors. No seperate measurement/payment shall be made for the same. With 24mm thick (6mm thick clear annealed glass inside+12mm air gap+6mm thick clear toughened glass out side) hermatically sealed double insulating glass all as per manufacturer's specification.
Note : Tentative / suggested make for guidance of bidder(s): M/s. Modiguard, Saintgobain or equivalent make.
437
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Designing, providing and fixing of 4 mm thick approved make and shade ALUMINIUM COMPOSITE METAL PANEL of approved make cladding at different locations including soffits of over-hangs but excluding aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification. (Aluminium frame work will be paid under reelevant item) Note: ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site.
146
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Providing and Painting two coats of SYNTHETIC ENAMEL PAINTS on steel surfaces of approved brand and manufacture to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
87
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Providing and painting walls with (Two coats) of approved shade of HIGH BUILD PROTECTIVE, ELASTOMERIC WATER PROOF EXTERIOR GRADE PAINT of approved make of required shade, minimium dry film thickness of 250 microns acheived in two or more coats / as per manudacturer's specifications including preparation of the surfaces by scrapping / wire brush, scaffolding complete. Primer coat will be with approved make with water in ratio of 1:2 and 2 coats of finishing coat without water all as directed by Engineer-in-charge.
1940
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