Tender For Special Repairs Of Type Iii And Type Iv Staff Quarters In Bsnl Colony At Haldwani, Nainital.
Tender Value
2.68 Lakhs
Estimated cost
Bid Submission
15 Sep 2026
1 days left
EMD
5376
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nainital → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repairs Of Type Iii And Type Iv Staff Quarters In Bsnl Colony At Haldwani, Nainital.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 5 | In cement mortar |
| 6 | 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. |
| 7 | 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. |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 9 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 11 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 12 | 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 : |
| 13 | In 75x75 mm deep chase |
| 14 | Grading roof for water proofing treatment with |
| 15 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 16 | 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 Engineer-in-Charge. |
| 17 | 12 mm cement plaster of mix : |
| 18 | 1:6 (1 cement: 6 coarse sand) |
| 19 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 20 | 1:6 (1 cement: 6 coarse sand) |
| 21 | 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-harge. |
| 22 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 23 | Providing and fixing double scaffolding system for repair works on the exterior/interior side or as required, upto four storey height made with bamboos 1.50 m c/c horoizontal and vertical bamboos along with challies tied with ropes & wires with suitable climbing ladders and working platforms, including, 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 .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. |
| 24 | Reparing of chajja at all floor heights, after disamntling /removing of worn out concrete, cleaning of rusted steel, application of rust proof chemical on reinforcement and repair with cement mortar 1:3(1 cement:3 coarse sand) or RCC 1:1.5:3 (1 cement :1.5 coarse sand:3 stone aggregate 10 mm size ) and finishing with cement plaster 1:3 (1 cement:3 coarse land) including making necessary arrangement all complete as per direction of Engineer - in- charge. (Note: The scaffolding if required at any site shall be used only with the prior approval of the Engineer-in Charge and shall be paid for separately) |
| 25 | for chajja upto 0.90 mtr length |
| 26 | for chajja above 1.20 m length and upto 3.00 metre length Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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