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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 LAccepted-AOC JATANBARI KARBOK GOMATI TRIPURA | ₹15.8 L | L1 | Accepted-AOC As per bid opening summary |
| 2 | Rejected-Technical BABUGRAM PARA WEST HARINA SATCHAND SOUTH TRIPURA PIN 799145 | SOUTH TRIPURA | TRIPURA | 799145 | - | - | Rejected-Technical As per bid opening summary |
| 3 | Rejected-Technical ANANDA PARA SABROOM SOUTH TRIPURA PIN 799145 | SOUTH TRIPURA | TRIPURA | 799145 | - | - | Rejected-Technical As per bid opening summary |
| 4 | Rejected-Technical VILL NABIN PARA PO SABROOM SABROOM SOUTH TRIPURA PIN 799145 | SABROOM | SOUTH TRIPURA | TRIPURA | 799145 | - | - | Rejected-Technical As per bid opening summary |
| 5 | Rejected-Technical UDAIPUR GOMATI DISTRICT TRIPURA | GOMATI | TRIPURA | 799013 | - | - | Rejected-Technical As per bid opening summary |
Tender Value
₹24.3 L
EMD Value
₹48,526
Closing Date
27 Jan 2026, 12:00 pmClosed
EE, PWD(R and B), Sabroom Division
EE, PWD(R and B), Sabroom Division
Maintenance of road starting from Bus stand to MM Palli-Manikgarh road, Ward no-2, under PWD(R and B) Sabroom Division during the Year 2025-26. / SH - Construction of RCC Retaining Wall.
2026_CEPWD_69440_1
26(6)/PNIeT/25-26. 49/DNIeT/EE/SBM/DIVN/25-26
Open Tender
Civil Works - Roads
Percentage
90 days
Sabroom
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹48,526
20 Jul 2026
22 Jan 2026
27 Jan 2026
22 Jan 2026
27 Jan 2026
22 Jan 2026
300. Excavation for Structures A) Without dewatering. Earthwork in excavation for structures as pe rdrawing 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 50m, dressing of sides & bottom and back filling in trenches with excavated suitable material. I. Ordinary Soil (i) Upto 3.00 mtr depth
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. (I)Sand filling
Providing concrete for plain/reinforced concrete in open foundationscomplete including formworkasperdrawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and1203. (including centering, shuttering, staging etc. but excluding reinforcement). P.C.C grade M 10 (i) Nominal mix 1:3:6
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
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
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.
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 centring, shuttering, staging etc. but excluding reinforcement ) vi) R.C.C grade M-25 i) upto 5 m height
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.
Providing weepholes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 ptressure ) 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
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.
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.
Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309
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