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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | 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
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 76.8 | M3 | - | - |
| 2 | PCC:1:2:4 (1Cement:2 Coarse sand(sand-III): derived from natural source:4grade stone aggregate 20mm nominal size derived from natural sources) | 2.4 | M3 | - | - |
| 3Footing 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 | |||||
| 3.1 | 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) | 5.18 | M3 | - | - |
| 4Reinforced 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: | |||||
| 4.1 | 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) | 1.54 | M3 | - | - |
| 5 | Reinforced Steel up to GL: Thermo-Mechanical Treated bar of grade Fe-500D or more | 542.71 | Kgs. | - | - |
| 6 | 1:2:4 (1Cement:2 Coarse sand(sand-III):derived from natural source:4grade stone aggregate 20mm nominal size derived from natural sources) | 1 | M3 | - | - |
| 7 | 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) | 3.72 | M3 | - | - |
| 8 | Reinforced Steel up to GL:Thermo-Mechanical Treated bar of grade Fe-500D or more | 300.48 | Kgs. | - | - |
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