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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-AOC BATTALI SEPAHIJALA PIN 799115 | SEPAHIJALA | TRIPURA | 799115 | ₹35.5 L | L1 | Accepted-AOC FORMAL |
| 2 | Rejected-Technical BARDOWALI MILAN SANGHA P O A D NAGAR WEST TRIPURA PIN 799003 | AGARTALA | WEST TRIPURA | TRIPURA | 799003 | - | - | Rejected-Technical L2 |
Tender Value
₹38.6 L
EMD Value
₹77,204
Closing Date
8 Dec 2025, 3:00 pmClosed
O/o the EE, Agt. Divn. No.V, PWD(RandB)
O/o the EE, Agt. Divn. No.V, PWD(RandB)
Construction of CC road, RCC road, soling, side wall, retaining wall, drain work and allied works at different locations of 13-Pratapgarh Assembly Constituency under BEUP scheme during the year 2025-26
2025_CEPWD_67753_1
99/SE-II/PWD(RandB)/2025-26
Open Tender
Civil Works - Roads
120 days
Agartala
Please refer to DNIT
7 documents required · 7 mandatory
₹1,000
₹77,204
19 Mar 2026
29 Nov 2025
8 Dec 2025
29 Nov 2025
8 Dec 2025
29 Nov 2025
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.
Excavation in Roadway cutting Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3.
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 on edge soling Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
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.
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.
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. Ordinary Soil, Upto 3 m depth
Sand Filling Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. Sand filling
PCC M 20 (Hand mixing) Providing concrete for plain/reinforced concrete in openfoundations complete including formwork as per drawings& MoRD technical specifications Clauses 802, 803, 900,1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). P.C.C grade M 20 Nominal mix 1:2:4 (Hand mixing)
RCC M-20 in open foundation 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). RCC grade M-20
RCC M-25 in open foundation 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). R.C.C grade M 25
Brick work in Foundation Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203. Brick masonry in 1:4 cement mortar
TMT bar in Foundation 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.
PCC grade M-10 (1:3:6) 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) PCC grade M 10 (using jhama brick aggregate) Nominal mix 1:3:6
PCC grade M-10 (1:3:6) with hand mixing 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) PCC grade M 10 (using jhama brick aggregate) Nominal mix 1:3:6 (Hand Mixing)
Brick work in Substructure 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. In 1:4 cement mortar
RCC M-20 in Open foundation Providing concrete plain/reinforced cement concrete in open foundation complete including formwork as per drawings & MoRD technical specification Clauses 802, 803, 900, 1202 & 1203. (including centering, shuttering, staging etc. but excluding reinforcement) RCC grade M-20 Nominal Mix 1:2:4 upto 5 m height
TMT bar in Substructure Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in sub structure complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
Weep holes Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
Backfilling Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8. I) Sandy material
Filter media with jhama brick aggregate 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.
12 mm Plastering in substructure Plastering with cement mortar (1:4) 12 mm thick on brick work/ 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.
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