Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical 173 SHAMLI SHIV VIHAR RAIL PAR SHAMLI UTTAR PRADESH 247776 | SHAMLI | UTTAR PRADESH | 247776 | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹48.9 L
EMD Value
₹1 L
Closing Date
19 Mar 2026, 2:00 pmClosed
Director, NIEPMD
East Coast Road (ECR), Muttukadu, Kovalam (Post), Chennai - 603112
CONSTRUCTION OF CAR SHED AT INSTITUTE CAMPUS
2026_NIEPM_900416_1
NIEPMD/PUR 4 (02)/2025-26
Open Tender
Civil Works
Works
90 days
NIEPMD, ECR, Muttukadu, Kovalam, Chennai
As per NIT Document uploaded
2 documents required · 2 mandatory
₹0
₹1 L
Yes
10 Apr 2026
26 Feb 2026
20 Mar 2026
26 Feb 2026
19 Mar 2026
26 Feb 2026
26 Feb 2026 - 19 Mar 2026
Excavation: Earth work in excavation not exceeding 30cm in depth but exceeding 1.5m in width as well 10sqmt on plan including getting out and disposal of excavated earth up to 50m and lift up to 1.5m, as directed by Engineer-in-charge
PCC:1:2:4 (1Cement:2 Coarse sand(sand-III): derived from natural source:4grade stone aggregate 20mm nominal size derived from natural sources)
Footing concrete: Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level
Concrete: 1:1.5:3(1cement:1.5coarse sand (Zone-III) derived from natural source: 3grade stone aggregate 20mm nominal size derived from natural sources)
Reinforced cement concrete work in walls, including attached pilaster, buttresses, plinth and string course, fillets, column, pillars, piers, abutments, post and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:
Column up to GL concrete: 1:1.5:3(1cement:1.5coarse sand (Zone-III) derived from natural source: 3grade stone aggregate 20mm nominal size derived from natural sources)
Reinforced Steel up to GL: Thermo-Mechanical Treated bar of grade Fe-500D or more
1:2:4 (1Cement:2 Coarse sand(sand-III):derived from natural source:4grade stone aggregate 20mm nominal size derived from natural sources)
PCC Plinth Beam concrete:1:1.5:3(1cement:1.5coarse sand (Zone-III) derived from natural source: 3grade stone aggregate 20mm nominal size derived from natural sources)
Reinforced Steel up to GL:Thermo-Mechanical Treated bar of grade Fe-500D or more
Plinth Beam concrete:1:1.5:3(1cement:1.5coarse sand (Zone-III) derived from natural source: 3grade stone aggregate 20mm nominal size derived from natural sources)
Reinforced Steel up to GL:Thermo-Mechanical Treated bar of grade Fe-500D or more
Lintel Beam concrete:1:1.5:3(1cement:1.5coarse sand (Zone-III) derived from natural source: 3grade stone aggregate 20mm nominal size derived from natural sources)
Reinforced Steel up to GL:Thermo-Mechanical Treated bar of grade Fe-500D or more
9"Brick Wall :Brick work with common burnt clay F.P.S(non-Modular) bricks of Class designation 7.5 in foundation and plinth in:
Cement Mortar 1:6 (1 Cement:6 Coarse sand)
4 1/2" Brick wall: Brick work 7cm thick common burnt clay F.P.S (non-modular) brick of class designation 7.5 in cement mortar (1:3) in superstructure above plinth level and up to floor five level.
Concrete Roofing : 1:1.5:3(1cement:1.5coarse sand (Zone-III) derived from natural source: 3grade stone aggregate 20mm nominal size derived from natural sources)
Reinforced Steel in roof: Thermo-Mechanical Treated bar of grade Fe-500D or more
Plastering 12mm External wall:12mm cement plaster mix,1:6
12mm Plastering Internal wall : 12mm cement plaster mix,1:6
Painting Internal: New work(two or more coats )over and including water thinkable priming coat with cement primer having VOC content less than 50grams /liter
Painting Steel work: Enamel painting of metal work at all heights &levels including surface preparation, applying primer and putty on the surface and painting two coats on the surface.
Painting External: New work (Two or more coats applied @3.28ltr/10Sqmt)over and including priming coat of exterior primer applied @2.20Kg/10sqmt
PCC Floor M10:Concrete of M10 grade with minimum cement content of 220Kg/cum
Concrete Paver Block: Cement concrete pavement with 1:1.5:3 including Finishing.
Rolling Shutter: Providing & fixing Rolling shutter of required Size & standard as per the direction of Engineer-in-Charge.
Supplying & fixing of following sizes of medium class PVC conduit along with accessories in surface /recess including cutting the wall and making good the same in case of recessed conduit as required
Wiring for light point /fan point/exhaust fan point /call bell point with 1.5sqmm RLS PVC insulated copper conductor single core in surface /recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.
Supplying and fixing following switch /socket on the existing modular plate & switch box including connection but modular plate etc. as required.
5/6A Switch
15/16A Switch
Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing up to GLS/CFL/LED lamps per fitting, complete with all accessories including connection etc. as required.
Miscellaneous Item any item not included
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 • 0.58 MB
BOQ_946419.xls
BOQ • 0.32 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 .