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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹2.8 L (1.59%)Admitted-Finance | ₹1.8 Cr+₹2.8 L (1.59%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹4.8 L (2.68%)Admitted-Finance | ₹1.8 Cr+₹4.8 L (2.68%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P Gaikhangthai L2 | Tongkhohao Kipgen L3 | Exotic Contractors Pvt. Ltd. L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in Hilly Area Soil with Dozer with lead upto 1000 meters (Excavation for road way in soil by mechanical means including culting and transporting the earth to site of embankment/dumping area with lead upto 1000 meters including trimming bottom and side slopes in accordance with requirements of lines, grades and cross setions.) | 41,232 | cum | 377 ₹1,55,44,464 | 381 ₹1,57,09,392 | 371 ₹1,52,97,072 Lowest |
| 2.00 | Surface Drains in soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment at site within a lead of 1000 meters.) by Mechanical means | 10,000 | meter | 70 ₹7,00,000 | 71 ₹7,10,000 | 69 ₹6,90,000 Lowest |
| 3.00 | Construction of 900 mm dia pipe culvert | 10 | Nos | 1 ₹10 Lowest | 1 ₹10 Lowest | 1 ₹10 Lowest |
| 4.00 | 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 deleterious matter, dressing of sides and buttom and backfilling with approved materal in Ordinary soil by Mechanical means depth upto 3 m. | 276.03 | cum | 147 ₹40,576.41 | 148 ₹40,852.44 | 144 ₹39,748.32 Lowest |
| 5.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal siz mechanically mixed, placed in foundtion and compacted by vibration including curing for 14 days.) | 44.4 | cum | 9,825 ₹4,36,230 | 9,930 ₹4,40,892 | 9,688 ₹4,30,147.2 Lowest |
| 6.00 | Stone masonry work in cement motar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry. | 107.1 | cum | 9,364 ₹10,02,884.4 | 9,464 ₹10,13,594.4 | 9,233 ₹9,88,854.3 Lowest |
| 7.00 | Laying Reinforced Cement Concrete Pipe NP 4/ Prestressed concrete pipe on first class bedding in a single row. (Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and mansory works in head walls and parapets.) NP-3 Pipe 900 mm dia. | 50 | Rm | 5,908 ₹2,95,400 | 5,971 ₹2,98,550 | 5,825 ₹2,91,250 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
6 Mar 2025, 2:00 pmClosed
Deputy Commissioner/Executive Director DRDA.
Office of the Deputy Commissioner/Executive Director DRDA Senapati, Manipur.
Construction of road from Kapengho to Tabufii.
2025_RDnPR_2602_1
No 10/DRDA(SPT)MRP/SPA
Open Tender
Civil Works
Works
365 days
As Per Tender Document
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,500
Deputy Commissioner DRDA Senapati
₹3.6 L
27 Jun 2025
15 Feb 2025
7 Mar 2025
15 Feb 2025
6 Mar 2025
15 Feb 2025
Amount
Excavation in Hilly Area Soil with Dozer with lead upto 1000 meters (Excavation for road way in soil by mechanical means including culting and transporting the earth to site of embankment/dumping area with lead upto 1000 meters including trimming bottom and side slopes in accordance with requirements of lines, grades and cross setions.)
Surface Drains in soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment at site within a lead of 1000 meters.) by Mechanical means
Construction of 900 mm dia pipe culvert
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 deleterious matter, dressing of sides and buttom and backfilling with approved materal in Ordinary soil by Mechanical means depth upto 3 m.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal siz mechanically mixed, placed in foundtion and compacted by vibration including curing for 14 days.)
Stone masonry work in cement motar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry.
Laying Reinforced Cement Concrete Pipe NP 4/ Prestressed concrete pipe on first class bedding in a single row. (Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and mansory works in head walls and parapets.) NP-3 Pipe 900 mm dia.
P Gaikhangthai (BID ID -8509)
Tongkhohao Kipgen (BID ID -8512)
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