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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 LAccepted-AOC JIRANIA COLONY JIRANIA WEST TRIPURA | ₹22.7 L | L1 | Accepted-AOC Technically responsive and first lowest bidder and the rate quoted by the tenderer seems to be favorable to the department. |
| 2 | L2₹23.5 LRejected-Finance SALEMA DHALAI TRIPURA 799278 | DHALAI | TRIPURA | 799278 | ₹23.5 L | L2 | Rejected-Finance Rate quoted seems to be high. |
Tender Value
₹22.9 L
EMD Value
₹45,705
Closing Date
16 Feb 2026, 3:00 pmClosed
Executive Engineer, PWD(R and B) Jirania Division
O/o The EE, PWD (R and B), Jirania
Maintenance of different roads under Jirania Section under the jurisdiction of PWD(R and B) Jirania Sub-Division during the year 2025-26 SH Construction of earthen shoulders, patch bituminous concrete, drainage works etc.
2026_CEPWD_70181_1
108/R/DNIeT/EE-JRN/PWD(R and B)/2025-26
Open Tender
Civil Works - Roads
30 days
Jirania
As per DNIeT
3 documents required · 3 mandatory
₹1,000
₹45,705
Yes
O/o The EE, PWD (R and B), Jirania
11 Mar 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
10 Feb 2026
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.
Tack Coat (iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
Bituminous Concrete Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Grading II (For layer thickness 30 - 40 mm) With Viscocity Graded Bitumen of VG-30.
Excavation for Structures( A )Without dewatering.Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.IOrdinary Soil( i )Upto 3 m depth
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.( i )Sand filling
Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)I.P.C.C grade M 10 ( Using Jhama Brick Aggregate )(,i )Nominal mix 1:3:6
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. IIIn 1:4 cement mortar
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per MoRD technical specification Clauses 613.4 & 1204.
Neat cement punning.
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