Central Road Research Institute Tender
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Central Road Research Institute - CRRI Tender
Paints and Enamels
Eprocure
Opening Date21 Jun 2023
Closing Date28 Jun 2023
Tender Amount₹ 76,24,254
Costs
EMD
₹ 1,52,485Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Internal / External Painting Work Of Crri Institute Campus Building Blocks At Mathura Road, New Delhi - 110025
Description
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Contact
Tender Id
2023_CSIR_158195_1Bid Award Id
ViewTender No
CRRI/QSP/ESD/Internal / External painting/2023-24Tender Authority
Central Road Research Institute ViewPurchaser Address
-Website
http://https://www.csir.res.in/
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Documents
BOQ Items
75mm average thickness
50
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50mm average thickness
50
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25 mm average thickness
50
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Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
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Bars upto 12 mm diameter
250
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Bars above 12 mm diameter
250
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Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.
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SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
150
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Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.
Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
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12 mm average thickness.
50
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25 mm average thickness in 2 layers.
50
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50 mm average thickness in 3 layers.
50
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Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness.
Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)
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75mm thick in Grade M 25 with cement content not less than 330 kg per cum
50
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Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge.
(The payment shall be made on the basis of actual weight of approved grout injected.)
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Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work.
100
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & 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 there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
1000
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Supplying and fixing new wooden fillets wherever necessary:Hollock wood fillets
250
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Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
15000
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
15000
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
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Water thinnable cement primer
2000
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White washing with lime to give an even shade :
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Old work (two or more coats)
5000
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.INTERIOR FINISHING
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Two or more coats on new work
15000
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
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One or more coats on old work
1500
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French spirit polishing : One or more coats on old work
150
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: like berger weather coat all guard or equivalent brand of approved quality
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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)
4000
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
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Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface
8000
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Providing and laying broken tiles over the roofs of slab consisting of following steps (a) Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm and cleaning the surface before treatment (b) Applying polymer modified cementation coating (SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer (bonding coat of approved on prepared surface) complete in all respect. (c) Providing and apply SBR Polymer 25mm thickness of (of Approved Make) modified cement mortar in proporation of 1:3(1 cement:3 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and direction of Engineer-in-charge. (d) Providing and Fixing broken tiles on Cement Mortar as described at (c) to ensure the gaps between the broken tiles is not less than 25 mm. (e) Finishing the Top surface of laid broken tiles by flush pointing on the broken tiles gaps with cement mortar 1:3 (1 cement:3 graded coarse sand with polymer minimum 2% by wt. of cement used). The whole Terrace so finished shall be covered with wet Jute cloths for a minimum period of two weeks for curingAll the above operation to be done in order and as directed and specified by the Engineer-in-Charge.
100
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond CRRI campus, for all leads including all lifts involved. Complete as directed by the Engineer in Charge.
200
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more.
100
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Excavation/Shift/Loading of Waste material/Soil/Malba of taken out waste testing material by Backhoe loader/Braker Loader as required as per directed by Engineer-in-charge.
10
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