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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹99.6 LAccepted-AOC JAWHARNAGAR DHALAI TRIPURA | ₹99.6 L | 1 | Accepted-AOC 1st lowest tender accepted, responsive |
| 2 | 2₹1.0 Cr+₹1.5 L (1.50%)Rejected-AOC | ₹1.0 Cr+₹1.5 L (1.50%) | 2 | Rejected-AOC 2nd lowest |
| 3 | 3₹1.0 Cr+₹3.4 L (3.41%)Rejected-AOC 6 BIPLABI DINESH MAJUMDAR SARANI 1ST FLOOR FLAT 1B NEW ALIPORE KOLKATA 700053 | KOLKATA | DHALAI | TRIPURA | 700053 | ₹1.0 Cr+₹3.4 L (3.41%) | 3 | Rejected-AOC 3rd lowest |
| 4 | 4₹1.1 Cr+₹5.9 L (5.91%)Rejected-AOC KAMALPUR DHALAI TRIPURA | GOMATI | TRIPURA | 799104 | ₹1.1 Cr+₹5.9 L (5.91%) | 4 | Rejected-AOC 4th lowest |
| 5 | 4₹1.1 Cr+₹5.9 L (5.91%)Rejected-AOC AMBASSA DHALAI TRIPURA | ₹1.1 Cr+₹5.9 L (5.91%) | 4 | Rejected-AOC 4th lowest |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
12 Feb 2026, 3:00 pmClosed
The Executive Engineer,Amb-Division,PWD(RandB)
o/o the Executive Engineer,Amb-Division,PWD(RandB)
Strengthening of road from NH-8 to Kamalacharra from Ch.1.60 Km to Ch.3.10 Km (L-1.50km)/GSB, WBM-II, WBM-III, Carpeting Road side drain, protection wall , CD etc. (2nd Call)
2026_CEPWD_70061_1
128/DNIT/SE-V/AMB/2024-25(2nd Call)
Open Tender
Civil Works - Roads
Percentage
90 days
Ambassa
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹2.9 L
o/o the Executive Engineer,Amb-Division,PWD(RandB)
9 Jun 2026
6 Feb 2026
12 Feb 2026
6 Feb 2026
12 Feb 2026
6 Feb 2026
6 Feb 2026 - 9 Feb 2026
10 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Technical Specification Clause 201.By Manual means | - | Hect. | 22,910.9 | - |
| 2Cutting of Trees , including cutting of Trunks, Branches and Removal of stumps Cutting of trees, including cutting of trunks , branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MoRD Technical Specification Clause 201. B)Lead upto 1000m | |||||
| 2.1 | IGirth above 300m.m to 600m.m. | - | each | 381 | - |
| 2.2 | II)Girth above 600m.m to 900m.m. | - | each | 627.5 | - |
| 2.3 | III)Girth above 900m.m to 1800m.m. | - | each | 1,294.9 | - |
| 3 | Scarifying Existing Bituminous Surface to a depth of 150 mm by Mechanical Means Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4. | - | Sq.m | 10.2 | - |
| 4 | ii)Compacting orginal ground supporting Subgrade.
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2. | 1 | Cum | 30.4 | ₹30.37 |
| 5 | Excavation in Soil with Hydraulic excavator and tipper with disposal upto 1000 m. Excavation for road work in soil with Hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tipper, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and leads upto 1000m as per MoRD Technical Specification Clause 302.3. | - | Cum | 44.1 | - |
| 6 | Construction of Embankment with Material obtained from borrow pits Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification clauses 301.5 | - | Cum | 245.4 | - |
| 7 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1. | - | Cum | 233.8 | - |
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