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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-AOC BARPATHARI BELONIA SOUTH TRIPURA PIN 799155 | BELONIA | SOUTH TRIPURA | TRIPURA | 799155 | ₹35.5 L | L1 | Accepted-AOC Awarded the work as lowest bidder has quoted his rate zero point zero one percent below. |
| 2 | L2₹36.2 LRejected-AOC | ₹36.2 L | L2 | Rejected-AOC Not awarded due to higher rate compare to lowest bidder |
Tender Value
₹35.5 L
EMD Value
₹71,006
Closing Date
16 Mar 2026, 3:00 pmClosed
Executive Engineer
O/O. the Executive Engineer, PWD(RandB) Belonia Division, South Tripura
Pot hole repairing, Re-carpeting, Tack coat, Seal coat etc.
2026_CEPWD_71166_1
76/NIT/SE-III/R/PWDRandB/25-26
Open Tender
Civil Works - Roads
180 days
Rajnagar R.D. Block area
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹71,006
11 May 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
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.
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 (Viscosity 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 viscosity 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 Mechanical Means 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 i) Case - IV : Type D (premix with fine sand) a) Bitumen of VG-30
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 Clause 301.5
Surface Drains Construction of unlined surface drains of average cross-sectional area 0.4 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.
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