Indian Institute Of Technology Tender

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Indian Institute Of Technology - IIT Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date3 Feb 2025
Closing Soon12 Feb 2025
Tender Amount₹ 2,28,74,416 
Notes
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Bid Capacity
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The bid capacity required to bid is having a value of Rs. 1,37,25,000.00/- or three similar works each of value not less than Rs. 91,50,000.00/- during last 7 years ending on previous day of last date of submission of bid. The value of executed work shall be brought to current costing level by enhancing the actual value of work at simple rate of 7% per annum calculated from the date of completion to previous day of last date of submission of bid. So, the formula to calculate the current value is: Current Value = Actual Value * (1 + 0.07 * number of years).
Technical Capacity
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The required prior work experience for the bidder includes completing similar works of a specified magnitude. The bidder should have completed: - Three similar works each of value not less than 40% of estimated cost, - Two similar works each of value not less than 60% of estimated cost, - One similar work of value not less than 80% of estimated cost during the last 7 years. Additionally, specific values are mentioned, such as Rs. 1,37,25,000.00 or three similar works each of value not less than Rs. 91,50,000.00 during the last 7 years. The value of executed works shall be brought to the current costing level by enhancing the actual value of work at a simple rate of 7% per annum. A Diploma Holder with minimum 10 years relevant experience can be treated at par with graduate Engineers. The rough estimate of the work cost is more than 1.5 to 5 Crore for Civil Work. However, specific information on the qualification and experience of the bidder, such as Graduate Engineer or Diploma Engineer, is also mentioned as 2 or 5 years respectively, and the Project Manager should have an experience of 1+1 years.

Costs

Summary

A.r. And M.o. To Buildings In Residential Area Of West Campus At Iit Delhi During The Year 2025-26

Description

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Contact

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Documents
A.R. and M.O. to Buildings in Residential Area of West campus at IIT Delhi during the year 2025-26
Price to be quoted in given .xls format
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BOQ Items

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DO_NOT_SHOW

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REINFORCED CEMENT CONCRETE

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Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level.

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

1530

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FINISHING

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12 mm cement plaster of mix:

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1:6(1 cement: 6 fine sand)

200

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15 mm cement plaster on the rough side of single or half brick wall of mix:

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1:6 (1 cement: 6 fine sand)

200

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6 mm cement plaster of mix :

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1:3 (1 cement : 3 fine sand)

902

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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.

10000

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Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour

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Old work (one or more coats)

78558

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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.

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With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

10000

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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.

10000

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Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:

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One or more coats on old work

7828

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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

17421

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French spirit polishing :

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One or more coats on old work

5310

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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

6000

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Old work (one or more coats applied @ 0.83 ltr/10 sqm).

20000

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REPAIRS TO BUILDING

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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.

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With cement mortar 1:4 (1cement: 4 coarse sand)

600

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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 Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.

1200

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NEW TECHNOLOGIES AND MATERIALS

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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 square shoulders 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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25 mm average thickness

902

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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

18378

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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 epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.

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Upto and including 12mm dia.

19000

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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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Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make

902

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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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Epoxy injection grout in concrete/RCC work of approved make

450

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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.

300

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Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. (weight should not be less then 7.75kg/sqm)

902

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Non Schedule Items

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Providing, mixing and applying one coat over reinforcement bars zinc anti rust agent as per specification and direction of Engineer-in-charge (Dosage/coverage as per the site requirement). FAIR MATE (SAFE CORE R) Chipped surface area of concrete shall be measured for payment.

902

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Providing mixing & applying pre-batched one component polymer modified dual shrinkage compensated thixotropic cementious patch repair mortar as per the manufacturer specifications and as per the direction the Engineer-in-charge. The comperessive strength of polymer modified mortar shall be ≥ 45 Mpa (28 Days) according to ASTM C109. ( Product :- Renderock S2 of Fosroc/ SikaTop® 122 HS of Sika / MasterEmaco S 348 of BASF or equivalent of Pidilite)For 20 mm thickness over slab, beams, columns and stair case slabs.

902

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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:

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Old/ New work (two or more coats)

10000

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