Loading
Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical The bidder is Technically Qualified |
| 2 | Accepted-Technical | Accepted-Technical The bidder is Technically Qualified |
| 3 | Accepted-Technical | Accepted-Technical The bidder is Technically Qualified |
Tender Value
₹19.7 L
EMD Value
₹39,310
Closing Date
3 Jun 2026, 3:00 pmClosed
Executive Engineer (Civil)
Executive Engineer (Civil) Construction and Maintenance Division IIT Hyderabad - 502284
Replacement of existing damaged flooring at children play area with 30 mm thick SBR and EPDM flooring comprising 24 mm thick SBR base layer and 6 mm thick EPDM top layer at Faculty Staff housing towers IIT Hyderabad Kandi Sangareddy
2026_IITH_910309_1
IITH/CMD/CIV/2026-27/NIT-05
Open Tender
Civil Works - Others
Item Rate
75 days
Construction and Maintenance Division IITHyderabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹39,310
10 Jun 2026
26 May 2026
4 Jun 2026
26 May 2026
3 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Removal of existing SBR+EPDM flooring including disposal of removed SBR+EPDM outside of premises. | 400 | Sqm | - | - |
| 2 | Providing 30mm thick SBR+EPDM children play area flooring consisting of base layer 24mm thick with SBR granules and top layer with 6mm thick coloured & imported EPDM granules. (i) The concrete floor shall be checked thorougly for drianage slopes, unsound/weak concrete portions, cracks, etc and necessary repairs as required shall be takenup ( Item for chipping of concrete wherever required for removing unsound or weak concrete portions or for drainage sloping purpose and item for filling of concrete wherever required will be paid seperately.) (ii) All dust, loose particles shall be removed and cleaning shall be done throughly on concrete surface to get a clean surface.
(iii) Applying Priming coat on concrete surface for good bonding between concrete & SBR layer for sealing pores in concrete. (iv) The base 24mm thick SBR layer shall be laid by mixing soft SBR granules and PU binder of Dow or equivalent make as approved by engineer-in-charge. The PU binder quantity shall not be less than 15% of SBR quantity. (v) Top 6mm thick coloured and patterned EPDM layer shall be laid by mixing coloured & imported EPDM granules (EPDM layer colour and pattern shall be as approved by engineer-in-charge) with PU binder of Dow or equivalent make as approved by engineer-in-charge. The PU binder content shall not be less than 18% of EPDM qty. EPDM rubber granules shall have minimum 25% polymer content. The contractor shall provide 3 years of warrenty for the EPDM+SBR flooring against colour fading and defects, etc. The cost is all inclusive(materials + manpower cost, freight charges, etc.) and is for the finished surface area of flooring. | 400 | Sqm | - | - |
| 3Chipping 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 | |||||
| 3.01 | 25 mm average thickness | 50 | Sqm | - | - |
| 3.02 | 50 mm average thickness | 50 | Sqm | - | - |
| 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. | |||||
| 4.01 | 25 mm average thickness in 2 layers. | 50 | Sqm | - | - |
| 5Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] with specified average thickness. | |||||
| 5.01 | 50 mm thick in Grade M25 with cement content not less than 330 kg per cum | 50 | Sqm | - | - |
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: | |||||
stage.html
html • 0.02 MB
tech_bid_open.pdf
tech_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.45 MB
BOQ_956723.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .