Tender For Repair Of Plaster/ Reinforced Cement Concrete Of All Height Of Departments, Hostels And Residences In Zone E At Iit Roorkee.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 Jul 2026
4 days left
EMD
40000
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Haridwar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Of Plaster/ Reinforced Cement Concrete Of All Height Of Departments, Hostels And Residences In Zone E At Iit Roorkee.
BOQ
| Sl. No. | Item Description |
| 1 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 2 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 3 | Weather shade, Chajjas, corbels etc., including edges |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 5 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 6 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately) |
| 7 | Kiln seasoned and chemically treated hollock wood |
| 8 | 30 mm thick shutters |
| 9 | Kiln seasoned selected planks of sheesham wood |
| 10 | 30 mm thick shutters |
| 11 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. |
| 12 | Float glass panes |
| 13 | 4 mm thick glass pane (weight not less than 10 kg/sqm). |
| 14 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. |
| 15 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides |
| 16 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 17 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 18 | In 75x75 mm deep chase |
| 19 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes |
| 20 | 75 mm diameter |
| 21 | 110 mm diameter |
| 22 | 12 mm cement plaster of mix : |
| 23 | 1:4 (1 cement: 4 fine sand) |
| 24 | 15 mm cement plaster on the rough side of single or half brick wall of mix |
| 25 | 1:4 (1 cement: 4 fine sand) |
| 26 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. |
| 27 | 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. |
| 28 | With cement mortar 1:4 (1 cement : 4 fine sand) |
| 29 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 30 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 31 | Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) |
| 32 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 33 | 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. |
| 34 | 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. |
| 35 | 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 |
| 36 | 50 mm average thickness |
| 37 | 25 mm average thickness |
| 38 | 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. |
| 39 | Bars upto 12 mm diameter |
| 40 | Bars above 12 mm diameter |
| 41 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm 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. |
| 42 | Upto and including 12 mm dia. |
| 43 | 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. |
| 44 | 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 |
| 45 | Providing, mixing and applying 12 mm thick ready mix cement mortar of approved make as per specifications and directions of Engineer-in-charge. |
| 46 | Providing, mixing and applying 15 mm thick ready mix cement mortar of approved make as per specifications and directions of Engineer-in-charge. |
| 47 | 25 mm Providing and placing in position Micro Concrete, which shall be cement based pre-packed single component chloride free, non-shrink , free flow, self compacting ready to use after mixing water in specified proportion obtained from approved manufacturer as per specification upto Grade not less than M30 for slab etc. wherever required including mixing with paddle fitted low RPM machine, including materials , labours etc. complete.25 mm thick |
| 48 | 50mm Providing and placing in position Micro Concrete, which shall be cement based pre-packed single component chloride free, non-shrink , free flow, self compacting ready to use after mixing water in specified proportion obtained from approved manufacturer as per specification upto Grade not less than M40 for slab etc. wherever required including mixing with paddle fitted low RPM machine, including materials , labours etc. complete.50 mm thick |
| 49 | Providing and fixing 2 inch dia UPVC ISI pipes (Commercial) 6kg/cm2 working pressure with necessary cutting to be done to the required length including short pieces, jointing with solvent, assorted fitting such as elbow etc. complete as per direction of Engineer-in-Charge. |
| 50 | Sub Total (A) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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