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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.9 LAccepted-AOC VILL P O BALIGAON KAMALPUR DHALAI TRIPURA PIN NO 799278 | DHALAI | TRIPURA | 799278 | ₹14.9 L | 1 | Accepted-AOC 1st lowest and responsive |
| 2 | 2₹16.7 LRejected-AOC | ₹16.7 L | 2 | Rejected-AOC 2nd lowest |
| 3 | 3₹17.2 LRejected-AOC BALARAM BAZAR AMBASSA DHALAI TRIPURA | AMBASSA | DHALAI | TRIPURA | ₹17.2 L | 3 | Rejected-AOC 3rd lowest |
| 4 | 4₹19.3 LRejected-AOC VILL HAIRMARA WORD NO 38 AGARTALA MUNICIPAL COUNCIL AGARTALA WEST TRIPURA PO AGARTALA PS EAST P S PIN 799003 | AGARTALA | WEST TRIPURA | TRIPURA | 799003 | ₹19.3 L | 4 | Rejected-AOC 4th lowest |
| 5 | 5₹22.1 LRejected-AOC | ₹22.1 L | 5 | Rejected-AOC 5th lowest |
Tender Value
₹24.2 L
EMD Value
₹48,438
Closing Date
13 Feb 2026, 3:00 pmClosed
The Executive Engineer,Amb-Division,PWD(RandB)
o/o the Executive Engineer,Amb-Division,PWD(RandB)
Maintenance of road from KMA road to Balaram Daspara via Balaram H.S. School (L- 2.70 KM)/ SH- Construction of RCC railing and Construction of Wing wall by CC Blocks etc.
2026_CEPWD_70117_1
39/EE/PWD(RnB)/AMB/2025-26
Open Tender
Civil Works - Roads
90 days
Ambassa
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹48,438
o/o the Executive Engineer,Amb-Division,PWD(RandB)
18 Mar 2026
7 Feb 2026
13 Feb 2026
7 Feb 2026
13 Feb 2026
7 Feb 2026
7 Feb 2026 - 10 Feb 2026
11 Feb 2026
Construction of R.C.C railing of M 25 grade in cast-in-situwith 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and MoRD technical specifications Clauses 800, 900 and 1208.3 (including centering, shuttering, staging etc. and reinforcement).
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete inposition to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment). (Precast c.c. kerb stone shall be approved by Engineer-in-Charge).
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete (using jhama brick aggregate)as per drawing and MoRD technical specification Clause 1301 (rate includes preparation of bed, nominal surface reinforcement and filling of granular material in recesses between blocks).
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 3000 m as per MoRD Technical Specification clauses 301.5
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