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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAdmitted-Finance | ₹4.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.6 Cr+₹8.6 L (1.93%)Admitted-Finance | ₹4.6 Cr+₹8.6 L (1.93%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | THOKCHOM OJIT SINGH L2 | M. Pradipkumar Singh L1 |
|---|---|---|---|---|---|
| 1.00SH-A : Land Development. | |||||
| 2.00 | Excavation for Structure(Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deletteriour matter,mndressing of sides and bottom, backfilling the excavtion earth to the extent rerquired and utilising the rermaining earth locally for road work ()i) Ordinary soil B Mechanical Means (Depth upto 3m) | 87.21 | No. | 229.7 ₹20,032.14 | 229.67 ₹20,029.52 Lowest |
| 3.00 | Back filling behibnd abutment, wiring wall and return wall complete as per drawing abnd Terchnical specification A Granular material. | 29.07 | cum | 2,916.6 ₹84,785.56 Lowest | 2,916.69 ₹84,788.18 |
| 4.00 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed placed in foundation and compacted by viobratiobn including curing for 14 days. | 9.35 | cum | 10,579.9 ₹98,922.07 | 10,579.87 ₹98,921.78 Lowest |
| 5.00 | Plain cement concrete M-=15 mix withstone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m below ground/bed level and or 1.5m above ground /bed levelio/c formwork. | 83.64 | cum | 12,742.93 ₹10,65,818.67 | 12,742.92 ₹10,65,817.83 Lowest |
| 6.00 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but includiong centering and shuttering laid in position. | 3.02 | cum | 16,412 ₹49,564.24 | 16,411 ₹49,561.22 Lowest |
| 7.00 | Reinforced cement concrete mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinfored concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.(ii)M-25. | 2.52 | cum | 17,257.85 ₹43,489.78 | 17,257.82 ₹43,489.71 Lowest |
| 8.00 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. | 0.79 | cum | 24,666.35 ₹19,486.42 | 24,666.32 ₹19,486.39 Lowest |
| 9.00 | Supplying, fitting and placing HYSD bar reiforcement in sub-structure complete as petr drawing and dtechnical specifications. | 0.34 | tonne | 1,20,909.96 ₹40,867.57 | 1,20,909.95 ₹40,867.56 Lowest |
| 10.00 | Providing weep holes in Brick masonary/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia pipe,extending through the full width of the structure with slope of IV:20H towards drawing force. Complete as per drawing and Technical specification. | 19.9 | Rm | 567.67 ₹11,296.63 | 567.63 ₹11,295.84 Lowest |
Tender Value
₹4.5 Cr
EMD Value
₹8.9 L
Closing Date
13 Aug 2026, 3:00 pmClosed
DC/ED DRDA Imphal East.
Office of the Deputy Commissioner Imphal East District Manipur.
Development of Eco-Tourism Park at Kaina Hilllock.
2026_RDnPR_3426_1
No. DC/DRDA(IE)/4/2/2025
Open Tender
Civil Works
Works
365 days
As Per Tender Document
Please refer Tender documents.
3 documents required · 3 mandatory
₹30,000
Acc No 79020100017231
₹8.9 L
17 Aug 2026
27 Jul 2026
14 Aug 2026
27 Jul 2026
13 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SH-A : Land Development. | - | - | - | - |
| 2 | Excavation for Structure(Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deletteriour matter,mndressing of sides and bottom, backfilling the excavtion earth to the extent rerquired and utilising the rermaining earth locally for road work ()i) Ordinary soil B Mechanical Means (Depth upto 3m) | 1 | No. | 1 | ₹1 |
| 3 | Back filling behibnd abutment, wiring wall and return wall complete as per drawing abnd Terchnical specification A Granular material. | - | cum | 1 | - |
| 4 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed placed in foundation and compacted by viobratiobn including curing for 14 days. | 1 | cum | 1 | ₹1 |
| 5 | Plain cement concrete M-=15 mix withstone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m below ground/bed level and or 1.5m above ground /bed levelio/c formwork. | - | cum | 1 | - |
| 6 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but includiong centering and shuttering laid in position. | - | cum | 1 | - |
| 7 | Reinforced cement concrete mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinfored concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.(ii)M-25. | - | cum | 1 | - |
| 8 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. | - | cum | 1 | - |
| 9 | Supplying, fitting and placing HYSD bar reiforcement in sub-structure complete as petr drawing and dtechnical specifications. | - | tonne | 1 | - |
| 10 | Providing weep holes in Brick masonary/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia pipe,extending through the full width of the structure with slope of IV:20H towards drawing force. Complete as per drawing and Technical specification. | 1 | Rm | 1 | ₹1 |
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