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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.0 CrAccepted-AOC | ₹4.0 Cr Quoted ₹4.1 Cr | L-1 | Accepted-AOC L-1 Bidder |
| 2 | L-2₹4.5 Cr+₹50.0 L (12.3%)Rejected-Finance LEIMAKHONG BAZAR P O MANTRIPUKHRI DIST KANGPOKPI MANIPUR 795002 | KANGPOKPI | MANIPUR | 795002 | ₹4.5 Cr+₹50.0 L (12.3%) | L-2 | Rejected-Finance Rejected. Other than L-1 |
| 3 | L-3₹4.6 Cr+₹52.4 L (12.9%)Rejected-Finance | ₹4.6 Cr+₹52.4 L (12.9%) | L-3 | Rejected-Finance Rejected. Other than L-1 |
| 4 | L-4₹4.6 Cr+₹55.0 L (13.6%)Rejected-Finance | ₹4.6 Cr+₹55.0 L (13.6%) | L-4 | Rejected-Finance Rejected. Other than L-1 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected. Being adversely remarked in WLR for QE Sep 2025 and QE Jun 2025 issued by HQ CE EC and HQ CE WC |
| Sl No | Description | Qty | Unit | Jasvit Constructions Private Limited L4 | M/s DEBAJIT BORTHAKUR L3 | M/s YESHI THINLEY L1 | M/S YAIPHABA ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|
| 1.00BUILDINGS & STRUCTURE (Sch 'A' PART-I) | |||||||
| 1.01 | Lump sum price worked out by the Contractor for “Design, Drawings and Construction of VIFT wall having minimum length not less than 100 meter and height not less than 7.5 meter height from Natural ground level (NGL) including soil retention as per line plan with and including Soil Investigation complete all as specified and shown on drawing and DBR , Schedule A notes and other documents of the Tender and as mentioned in Annexure I of Schedeule A part I of the subject work complete.
NOTE: The rate shall be inclusive of the followings:
(i) Cost of soil investigation to be carried out by the contractor before design of super structure and sub structure, which shall be comply with the provisions for design and analysis of RCC structures as per latest edition of relevant IS codes.
(ii) The quoted rates against the item under this schedule are deemed to include for the provisions contained in DBR and Sch 'A' Notes. Ref Sch 'A' Notes complete before quoting these items. Structural designs and architectural/ structural drawings for structures and foundations for the VIFT wall shall be prepared to comply with the provisions for design and analysis of RCC / PCC VIFT structures as per latest editions of relevant IS Codes duly vetted by IIT/NIT & approved by the Department..
(iii) Earth obtained from back of existing damage VIFT wall to be refilled up in the back of new VIFT wall. If any excess soil is required, to be brought from out side of MoD land at any lead, at his own arrangement.
(iv) All cost of procurement of earth including cost of transportation, compaction royalties, tax etc shall be deemed to be included in the unit rate quoted by the contractor.
(v) Forming embankments / filling in low lying areas including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering ramming / rolling and finishing of required size, shape etc .
(vi) Total quantity / partial quantity of earth may not be available in MISSAMARI Area. The contractor shall bring the earth outside area and it is advised to quote the rate considering available of soil and its lead involved.
NOTE: SCHEDULE 'A' PART I (TO BE QUOTED BY THE CONTRACTOR) is not prepriced by MES and prepriced rates indicated as blank under col 5 signifies this fact only. Bidders shall insert their lumpsum amoun in the Green coloured field under Col-6 only. | 1 | COMPLETE JOB | 4,45,00,000 ₹4,45,00,000 | 4,35,00,000 ₹4,35,00,000 | 3,78,12,000 ₹3,78,12,000 | 25,00,000 ₹25,00,000 Lowest |
| 2.00DEMOLITION & DISMANTLING (Sch 'A' PART-II) | |||||||
| 2.01 | Lump sum price worked out by the Contractor for “DEMOLITION & DISMANTLING” as listed in Schedule ‘A’ Part-II.
Representing ** ___ % ______ percent *Above / Below the lump sum price of Rs. 22,40,301.00 inserted by the MES in Schedule ‘A’ Part-II. | 1 | LUMP SUM | 15,00,000 ₹15,00,000 Lowest | 22,40,301 ₹22,40,301 | 26,88,361.2 ₹26,88,361.2 | 4,30,00,000 ₹4,30,00,000 |
Tender Value
₹4.3 Cr
EMD Value
₹5 L
Closing Date
20 Nov 2025, 6:00 pmClosed
CE SILIGURI ZONE
HQ CE SILIGURI ZONE, MES, SEVOKE ROAD, PO SALUGARA, DIST JALPAIGURI, PIN 734 008 (WB)
PROVN OF NEW VIFT WALL IN LIEU OF EXISTING DAMAGE VIFT AT MISSAMARI MIL STATION UNDER GE MISSAMARI
2025_MES_737770_1
98823/MISM/SZ/E8
Open Tender
Civil Works
Lump-sum
180 days
MISSAMARI
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
GE MISSAMARI
₹5 L
Yes
17 Jan 2026
30 Oct 2025
27 Nov 2025
30 Oct 2025
20 Nov 2025
13 Nov 2025
30 Oct 2025 - 5 Nov 2025
Amount
BUILDINGS & STRUCTURE (Sch 'A' PART-I)
Lump sum price worked out by the Contractor for “Design, Drawings and Construction of VIFT wall having minimum length not less than 100 meter and height not less than 7.5 meter height from Natural ground level (NGL) including soil retention as per line plan with and including Soil Investigation complete all as specified and shown on drawing and DBR , Schedule A notes and other documents of the Tender and as mentioned in Annexure I of Schedeule A part I of the subject work complete. NOTE: The rate shall be inclusive of the followings: (i) Cost of soil investigation to be carried out by the contractor before design of super structure and sub structure, which shall be comply with the provisions for design and analysis of RCC structures as per latest edition of relevant IS codes. (ii) The quoted rates against the item under this schedule are deemed to include for the provisions contained in DBR and Sch 'A' Notes. Ref Sch 'A' Notes complete before quoting these items. Structural designs and architectural/ structural drawings for structures and foundations for the VIFT wall shall be prepared to comply with the provisions for design and analysis of RCC / PCC VIFT structures as per latest editions of relevant IS Codes duly vetted by IIT/NIT & approved by the Department.. (iii) Earth obtained from back of existing damage VIFT wall to be refilled up in the back of new VIFT wall. If any excess soil is required, to be brought from out side of MoD land at any lead, at his own arrangement. (iv) All cost of procurement of earth including cost of transportation, compaction royalties, tax etc shall be deemed to be included in the unit rate quoted by the contractor. (v) Forming embankments / filling in low lying areas including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering ramming / rolling and finishing of required size, shape etc . (vi) Total quantity / partial quantity of earth may not be available in MISSAMARI Area. The contractor shall bring the earth outside area and it is advised to quote the rate considering available of soil and its lead involved. NOTE: SCHEDULE 'A' PART I (TO BE QUOTED BY THE CONTRACTOR) is not prepriced by MES and prepriced rates indicated as blank under col 5 signifies this fact only. Bidders shall insert their lumpsum amoun in the Green coloured field under Col-6 only.
DEMOLITION & DISMANTLING (Sch 'A' PART-II)
Lump sum price worked out by the Contractor for “DEMOLITION & DISMANTLING” as listed in Schedule ‘A’ Part-II. Representing ** ___ % ______ percent *Above / Below the lump sum price of Rs. 22,40,301.00 inserted by the MES in Schedule ‘A’ Part-II.
M/S YAIPHABA ENTERPRISES (BID ID -3484224)
M/s DEBAJIT BORTHAKUR (BID ID -3483961)
Jasvit Constructions Private Limited (BID ID -3483495)
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