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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.4 LAccepted-AOC NARASINGARH BAMUTIA WEST TRIPURA 799015 | WEST TRIPURA | TRIPURA | 799015 | ₹13.4 L | 1 | Accepted-AOC 1st Lowest, Responsive |
| 2 | 2₹14.2 LRejected-AOC MASTER PARA TELIAMURA KHOWAI TRIPURA | KHOWAI | KHOWAI | TRIPURA | 799205 | ₹14.2 L | 2 | Rejected-AOC 2nd Lowest |
| 3 | 3₹14.5 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 | ₹14.5 L | 3 | Rejected-AOC 3rd Lowest |
| 4 | 4₹16.1 LRejected-AOC VILL CHANDRAICHARRA PO PS AMBASSA DHALAI TRIPURA PIN 799289 | AMBASSA | DHALAI | TRIPURA | 799289 | ₹16.1 L | 4 | Rejected-AOC 4th Lowest |
| 5 | 5₹16.9 LRejected-AOC KULAI NEARBY DWS OFFICE THAKURPALY KULAI BAZAR DHALAI TRIPURA PIN 799204 | KULAI BAZAR | DHALAI | TRIPURA | 799204 | ₹16.9 L | 5 | Rejected-AOC 5th Lowest |
Tender Value
₹23.5 L
EMD Value
₹46,913
Closing Date
17 Mar 2026, 3:00 pmClosed
The Executive Engineer,Amb-Division,PWD(RandB)
o/o the Executive Engineer,Amb-Division,PWD(RandB)
Road development from Manna Goswami house to Bidya Debbarma house at VK Nagar at Ward No-04, under Ambassa Municipal Council area (L-0.250 Km) /SH- Construction of RCC retaining wall and laying of paver block etc. from Ch.0.00 km to 0.150 km
2026_CEPWD_71530_1
42/EE/PWD(RandB)/AMB/2025-26
Open Tender
Civil Works - Roads
90 days
Ambassa
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹46,913
o/o the Executive Engineer,Amb-Division,PWD(RandB)
17 Jun 2026
12 Mar 2026
17 Mar 2026
12 Mar 2026
17 Mar 2026
12 Mar 2026
12 Mar 2026 - 13 Mar 2026
16 Mar 2026
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
Excavation for Structures 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. I.Ordinary 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 (Hand mixing)
Providing concrete for plain/reinforced concrete 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). V) R.C.C grade M 25
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) vi) R.C.C grade M25 i)Upto 5 m height
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
Supplying, fitting & placing TMT bar reinforcement (Fe415) in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202
Providing weepholes in brick masonry, plain / reinforced concrete wall with 90 mm dia uPVC pipe with ISI mark of approved/ reputed make extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cutting fixing etc complete as per drawing and direction of the Engineer in Charge and technical specification
Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
80 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern
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.
Brick soling Flat brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
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