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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.8 LAdmitted-Finance | -27.89% | ₹6.8 L | L1 | Admitted-Finance |
| 2 | L2₹7.5 LAdmitted-Finance | -20.50% | ₹7.5 L | L2 | Admitted-Finance |
| 3 | L3₹7.8 LAdmitted-Finance | -16.85% | ₹7.8 L | L3 | Admitted-Finance |
| 4 | L4₹7.8 LAdmitted-Finance | -16.44% | ₹7.8 L | L4 | Admitted-Finance |
| 5 | L5₹8.7 LAdmitted-Finance | -7.18% | ₹8.7 L | L5 | Admitted-Finance |
Tender Value
₹9.4 L
EMD Value
₹18,763
Closing Date
31 Mar 2026, 4:00 pmClosed
EE BMPK
Room no-1605 16th floor Palika Kendra New Delhi
A/R and M/O building in BMPK division during 2025-26 SH Mis Repair work at exposed surface with SBR polymer modified cement mortarand civil item at Basements of Shivaji Stadium
2026_NDMC_289119_1
NIT No.102/EE (BM-PK)/2025-26
Open Tender
Civil Works - Buildings
30 days
NDMC area
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹18,763
7 Apr 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Chipping 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. 25 mm average thickness. | |||||
| 1.01 | 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.
50 mm average thickness | - | Square Metre | - | - |
| 2Disposal of building rubbish/malba or similar unserviceable, dismantled, or waste materials by mechanical means, including loading, transportation, and unloading at any authorized C&D (Construction and Demolition) waste management site within a 25 km lead (e.g., Shastri Park, Burari, Mundka), including weighing at the plant, etc., complete as per the directions of the Engineer-in-Charge. Weighing and unloading at the plant shall be carried out as per the procedures/rules of the respective C&D waste management facility. The processing fee for C&D waste disposal, as per the prescribed rates, shall be deposited by the agency and will be reimbursed by the department upon submission of original cash receipts only. | |||||
| 3Providing, 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. Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | |||||
| 4Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and 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 instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). 25 mm average thickness in 2 layers. | |||||
| 5Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and 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 instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2) 50 mm average thickness in 3 layers. | |||||
| 6Distempering 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 :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | |||||
| 7Steel 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | |||||
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