Department Of Atomic Energy Tender
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Department Of Atomic Energy - DAE Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date4 Apr 2025
Closing Date23 Apr 2025
Tender Amount₹ 9,73,136
Costs
EMD
₹ 19,463Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Pre Monsoon Works At Tifr Office Premises 2025
Description
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Contact
Tender Id
2025_DAE_855687_1Bid Award Id
ViewTender No
TIFR/PD/CF25-3/250013Tender Authority
Department Of Atomic Energy ViewPurchaser Address
-Website
http://http://www.dae.gov.in/
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Documents
BOQ Items
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Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement:4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm, mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge.
260
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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 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
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Providing and applying Polyfill AR by the Sunanda chemicals or equivalent crack filler into cracks of concrete/ masonry by using spatula or a putty knife.Process includes Clean the cracks so as to free them from oil, dust, loose particles etc, Moisten the surface with water. Fill the crack & Apply in layers at 24 hours interval. complete as per directions of Engineer-in Charge.(The payment of Labour shall be made seperately)
30
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supply of polysulphide sealent of 6.5 kgs bucket
2
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Finishing walls with ready mixed Premium acrylic emulsion paint / asian Apex ultima or approved equivalent(Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives.
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Crack repair: Chisseling the cracked portion in external plaster or terrace by making V notch with the help of Grinder or chissel MAking V groove to approximate size 15mm x 15mm. After cleaning apply 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 and the filled the crack by approved 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.For crack size 15 mm deep 10-15 mm wide
150
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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 waterand allowing it to dry, all complete as per direction of Engineer-In-Charge
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Providing and inserting 12 mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20 mm to 30 mm) up to depth from 30 mm to 80 mm at required spacing and making the hole & crack dust free by blowing compressed air,sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.
20
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H frame scaffolding provisional to be utilised throuhout he project duration irrespective of loction to be used ( labor component to be extra for shifting and erceting scaffolding at different location as diretced )
180
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
0.7
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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
150
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Supplying of Monopol 456 White or clear by krishnachem or equivalent
60
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) of thicknes 30mm average
7.8
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
30
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Cement Plaster (In Fine Sand)
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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.
60
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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
25
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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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Supply of Unskilled Helper for cleaning & Crack filling
20
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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 squareshoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge.
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New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @0.90 litre/10 sqm.
90
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25 mm average thickness in 2 layers
20
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Supplying polyfill AR by sunanda chemicals or approved equivalent for crack filling work
30
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Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge.
30
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Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm.One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineerin-Charge.
10
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Supply of semiskilled painter for coating work above cracks on horizontal & vertical surfaces at various locations including all tools as required all complete as per direction of Engineer in charge.
20
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Bars upto 12 mm diameter
77
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1 cement : 4 fine sand)
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.) Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work.
70
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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 50 m initial lead, for all leads including all lifts involved.
28
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Supplying of Monopol 456 White or clear by krishnachem or equivalent
40
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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
260
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Provide and repair cracks on roof & walls vertical & horizonal surface with Sunanda poyfill AR Elastomeric Acrylic crack filler sealent followed over fiber mesh tape (4inch wide) & Krishna Chem Monopol 456 (white/clear) three coats . The operation shall be carried out after scrapping, braking weak concrete chipping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineerin-in-Charge.
130
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Supply of Unskilled Helper for cleaning & Crack filling
30
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Grading roof for water proofing treatment with: Cement mortar 1:4 (1cement : 4 coarse sand) average thickness 25mm
6.5
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Providing and fixing jhulla for crack filling work and coating work above cracks in vertical wall portion on daily basis at heights upto 11 storey building at various buildings with 02 manpower(01 semiskilled and 01 unskilled)
6
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