National Institute Of Technology Tender
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National Institute Of Technology - NIT Tender
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date25 Oct 2024
Tender Amount₹ 41,30,000
Costs
EMD
₹ 82,600Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NITW_829089_1Bid Award Id
ViewTender No
23/NITW/EMU/CIVIL/2024-25Tender Authority
National Institute Of Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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 propershape,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)
100
-
547.4
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)
50
-
2434.35
Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead :
50
-
1317.65
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.
500
-
73.4
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.
100
-
54.65
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.
200
-
263.95
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.
-
-
-
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
1000
-
141.2
Supplying and applying of Nitocote wall guard (fosrac brand) for External walls where the dampness is observed and instructed by Dept. including all materials, labour incidental and operational charges complete etc., for 2 coats on old external walls after applying one priming coat of Nitoprime AW (fosrac brand). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes and filling of cracks with Nitoseal PU50 as per the direction of Engineer-in-Charge.
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-
-
Procedure to be followed: 1) Surface Preparation: Surface shall be prepared by mechanical grinding to remove all loose mortar, laitance, oil, grease, decayed matter and algae growth.
2) Filling of Cracks: Identify cracks on the walls and then chasing them open in the form of “V” groove (Cutting of the crack shall be done of size 10 mm x 10 mm) and Fill the “V “groove with NITOSEAL PU50 properly.
3) Priming coat: The prepared surface shall be applied one coat of acrylic primer, Nitoprime AW prior to the application of Nitocote wallgaurd, prime coat should be air cured for 6 hours. 4) Wall gaurd application: Nitocote wall gaurd (Fosroc brand) at a thickness of 110 microns DFT each coat, in two coats. Each coat must be air cured for 6 hours. (GST applied as per DSR-21) Note: The above work has to be done with the help of trained and skilled labour.
3100
-
229
Supplying and applying of roofguard (fosrac brand), a single component acrylic polymer modified, elestomeric fiber reinforced waterproofing coating applied in three coats of thickness 1 mm DFT in three coats after applying one priming coat of Nitoproof WB primer (fosrac brand) on the roof, including all materials, labour incidental and operational charges complete etc., . The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes and filling of cracks with Nitoseal PU50 as per the direction of Engineer-in-Charge.,
-
-
-
Procedure to be followed: 1) Surface Preparation: Surface shall be prepared by mechanical grinding to remove all loose mortar, laitance, oil, grease, decayed matter and algae growth.
2) Filling of Cracks: Identify cracks on the walls and then chasing them open in the form of “V” groove (Cutting of the crack shall be done of size 10 mm x 10 mm) and Fill the “V “groove with NITOSEAL PU50 properly.
3) Priming coat: The prepared surface shall be applied one coat of acrylic primer, Nitoproof WB primer prior to the application of Roofgaurd, prime coat should be air cured for 6 hours. 4) Roof gaurd application: Roofgaurd (Fosroc brand) at a thickness of 1 mm DFT in three coats. Each coat must be air cured for 6 hours. (GST applied as per DSR-21) Note: The above work has to be done with the help of trained and skilled labour.
3100
-
572
Filling of Cracks: Identify cracks on the walls and roofs, then chasing them open in the form of groove (Cutting of the crack shall be done of size 5 mm x 5 mm cutting) and Fill the groove with NITOSEAL PU50, a single component low modulus gun grade elastomeric sealant based on polyurethane technology. The applied sealant shall have movement accommodation factor (MAF) of 50% and Shore A Hardness of 32. The applied material shall have average peel strength of 220N and peak peel strength of 260N. (GST applied as per DSR-23) Note: The above work has to be done with the help of trained and skilled labour.
2000
-
60
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 cuttingof 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 groute injected.
-
-
-
Pressure grouting shall be done with Fosroc Cebex 100, plasticizing expandable cementitious grout admixture complying with BS: 8110 Part 1-1985, Section 8.9.4.6.The material shall be injected using 40 PSI injection grout pump with cement slurry mixed Cebex 100 at 225gms/50Kg bag of cement at required points. (GST applied as per DSR-21) Note: The above work has to be done with the help of trained and skilled labour.
1000
-
120
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 cuttingof 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 groute injected.
-
-
-
Providing water-stopping crack injection resin foam shall be Nitofill WS60, a two part foaming liquid polyurethane. When mixed in the proportions supplied and injected into cracks in concrete, the resin shall react with moving water to form a foam water stopping barrier. The water-stopping injection resin shall have the following properties; pot life, in the absence of water, 6-8 hrs at 20ºC; specific gravity of 1.14 + 0.06; foam density of 0.025. (GST applied as per DSR-21) Note: The above work has to be done with the help of trained and skilled labour.
200
-
195
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
-
-
-
Size of Tile 300x300 mm
500
-
373
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