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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC VILL PANISAGAR NORTH TRIPURA | PANISAGAR | NORTH TRIPURA | TRIPURA | ₹17.0 L | L1 | Accepted-AOC Accepted as a first lowest bidder and AOC issued to Nilkanta Das |
| 2 | L2₹18.1 LRejected-Finance | ₹18.1 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹19.7 LRejected-Finance | ₹19.7 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹20.0 LRejected-Finance | ₹20.0 L | L4 | Rejected-Finance Rejected |
| 5 | L5₹20.3 LRejected-Finance | ₹20.3 L | L5 | Rejected-Finance Rejected |
Tender Value
₹24.3 L
EMD Value
₹48,513
Closing Date
12 Dec 2025, 3:00 pmClosed
Executive Engineer, Kanchanpur Division, PWD
O/o Executive Engineer, Kanchanpur Division, PWD
Maintenance of road from Jalabasa to Kanchanpur Damcherra Part from Ch.0.0 0 km to Ch.9.50 km Total Length 9.50 Km under Damcherra Sub Division, PWD R and B during the year 2025 2026 SH Patch metalling,Grouting,Carpeting, Seal coating, Surface D
2025_CEPWD_68032_1
191/EE/KCP/2025-26
Open Tender
Civil Works - Roads
Damcherra
Please refer to Bid Documents
5 documents required · 5 mandatory
₹1,000
₹48,513
19 Mar 2026
6 Dec 2025
12 Dec 2025
6 Dec 2025
12 Dec 2025
7 Dec 2025
6 Dec 2025 - 11 Dec 2025
Surface Drains Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. (i) Surface Drains in Ordinary Soil (A) Manual Means
Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
Maintenance of bituminous surface road Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405. (A) By Manual Means
Tack Coat Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm
Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm.
20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscocity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. Case-I: By Manual Means (I)Bitumen of VG-30
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. A. By Manual Means Case-IV: Type D ( premix with fine sand ) (I) Bitumen of VG-30
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