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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.0 LAccepted-AOC AMBASSA COLONY P O AMBASSA AMBASSA DHALAI TRIPURA | AMBASSA | DHALAI | TRIPURA | 799289 | ₹11.0 L | 1 | Accepted-AOC 1st lowest and responsive |
| 2 | 2₹12.0 LRejected-AOC | ₹12.0 L | 2 | Rejected-AOC 2nd lowest |
| 3 | 3₹12.6 LRejected-AOC | ₹12.6 L | 3 | Rejected-AOC 3rd lowest |
| 4 | 4₹13.0 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 | ₹13.0 L | 4 | Rejected-AOC 4th lowest |
Tender Value
₹15.5 L
EMD Value
₹30,904
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 Malin Halam House via Balaram VC (L-1.50 km)/ SH- Construction of CD and Laying of Flat Brick soling etc.
2026_CEPWD_70130_1
40/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
₹30,904
o/o the Executive Engineer,Amb-Division,PWD(RandB)
5 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 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
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 edging laid in full brick width Providing and laying brick edging 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.
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.
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
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203 ii)Brick masonry in 1:4 cement mortar
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.75 Kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204
Surface Drain Construction of unlined surface drains of average cross-sectional area 0.40 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
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