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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.3 LAccepted-AOC S O LT BALARAM NATH SRIRAMPUR KANCHANPUR NORTH TRIPURA 799270 | NORTH TRIPURA | TRIPURA | 799270 | ₹17.3 L | L1 | Accepted-AOC Accepted as a first lowest bidder and AOC issued to Bidyut Nath |
| 2 | L2₹18.0 LRejected-Finance | ₹18.0 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹18.7 LRejected-Finance VILL SRIRAMPUR KANCHANPUR NORTH TRIPURA | NORTH TRIPURA | TRIPURA | 799250 | ₹18.7 L | L3 | Rejected-Finance Rejected |
Tender Value
₹24.3 L
EMD Value
₹48,534
Closing Date
12 Dec 2025, 3:00 pmClosed
Executive Engineer
O/O Executive Engineer Kanchanpur Division PWD RnB
PR of Kanchanpur-Jalabassa road to Narayan Nath Sarani Ch-0.00 km to Ch-1.00 km Length-01.00 km under Jampui Hill Sub-Division PWD RnB during the year 2025-2026/SH-- Repair pot holes Tack coat carpeting seal coat etc.
2025_CEPWD_67951_1
200/EE/KCP/2025-26
Open Tender
Civil Works - Roads
45 days
Kanchanpur
Please refer to Bid documents
5 documents required · 5 mandatory
₹1,000
₹48,534
Yes
19 Mar 2026
6 Dec 2025
12 Dec 2025
6 Dec 2025
12 Dec 2025
7 Dec 2025
6 Dec 2025 - 11 Dec 2025
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201. (I) By Manual Means (A) In area of non- thorny Jungle
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.
Water Bound Macadam Sub-Base / Base 3) 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. (B) By Mechanical Means
Tack coat using hot straight run bitumen of grade VG-30 on W.B.M. 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 - II: 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
Road side Pucca Drains Constructionof roadsidepuccadrainwithM10(1:3:6 with jhamabrick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) A. Kerb&Channel drain (top clear width 600mm, bottomclearwidth150mmandcleardepthof200 mm) I. In Ordinary Soil
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