Tender For Civil Works Maintenance Of Jasola, Lig Flats (Hs 2010).Sh:Repair And Maintenance Of Reinforced Cement Concrete Columns And Beams Including Hacking Of Old Plaster And Strengthening With Micro-Rich Concrete In Block-F, Pocket-10B, Jasola.
Tender Value
28.25 Lakhs
Estimated cost
Bid Submission
30 Sep 2026
1 days left
EMD
56516
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Civil Works Maintenance Of Jasola, Lig Flats (Hs 2010).Sh:Repair And Maintenance Of Reinforced Cement Concrete Columns And Beams Including Hacking Of Old Plaster And Strengthening With Micro-Rich Concrete In Block-F, Pocket-10B, Jasola.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-Sep-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 30-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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. (a) 25mm average thickness. |
| 2 | (b) 50 mm average thickness. |
| 3 | 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. (a) Bars upto 12 mm diameter |
| 4 | (b) Bars above 12 mm diameter |
| 5 | 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. (a) 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. |
| 6 | 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.) (a) Epoxy injection grout in concrete/RCC work of approved make. |
| 7 | Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge. (a) Wooven PVC cloth. |
| 8 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diameter (20mm to 30mm) up to depth from 30mm to 80mm 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. |
| 9 | Providing and placing in position Micro-concrete, shall be cement based 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 and direction of Engineer -in charge. (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 instruments) Grade M25 as per direction of Engineer -in charge. (Micro concrete used to have a minimum solid polymer content of 6% by weight of cement for all heights). |
| 10 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, 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. Note: - (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. |
| 11 | Providing and applying two coats of anticorrosive epoxy phenolic rebar protective system Flow Arm Coat ZP or equivalent of approved make and quality comprises of resin and hardner mixed in equal proportion by volume with minimum 0.5 to 1.0 hours between the coats, complete all as directed by Engr-in- charge. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 13 | 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 rein for cement, all complete as per direction of Engineer-In-Charge. (a) Upto and including 12 mm dia. |
| 14 | Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer's specification and direction of Engineer-in-charge. (a) Non pigmented wet curing compound |
| 15 | Correction GST ( factor 0.973) |
| 16 | Add.3% Cost Index Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 daySep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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