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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC JJ NAGAR RADHAPUR JIRANIA TRIPURA WEST PIN 799045 | JIRANIA | WEST TRIPURA | TRIPURA | 799045 | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹4.4 L (3.05%)Rejected-Finance OPP TO LANE NO 3 5 NORTH JOYNAGAR AGARTALA WEST TRIPURA PIN 799001 | AGARTALA | WEST TRIPURA | TRIPURA | 799001 | ₹1.5 Cr+₹4.4 L (3.05%) | L2 | Rejected-Finance L2 |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
2 Mar 2026, 3:00 pmClosed
Executive Engineer
O/o The EE, mohanpur Division, PWD(R and B)
Improvement of road from Bargachiya to Dugrai Kaitor Kami during the year 2025-26 SH-GSB, WBM-II, WBM-III, Carpeting, Drainage work , Retaining wall and Earth filling etc (L-1.40 KM).
2026_CEPWD_70938_1
73/R/DNIe-T/SE-IV/PWD(R n B)/2025-26
Open Tender
Civil Works - Roads
Percentage
180 days
Mohanpur
Please refer Tender documents.
7 documents required · 7 mandatory
₹4,000
₹2.9 L
20 Mar 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
25 Feb 2026 - 27 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 731.75 | Cum | 299.7 | ₹2,19,305.48 |
| 2 | 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 | 42.7 | Cum | 458.2 | ₹19,565.14 |
| 3 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. Sand filling | 8.01 | Cum | 1,253.13 | ₹10,037.57 |
| 4 | 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). i. P.C.C grade M 10 Nominal mix 1 : 3 : 6(Using Jhama Brick Aggregate) | 8.01 | Cum | 9,293.15 | ₹74,438.13 |
| 5 | ii.i. P.C.C grade M 15 Nominal mix 1 : 2.5 : 5 (Using Jhama Brick Aggregate) | 54.71 | Cum | 9,507.05 | ₹5,20,130.71 |
| 6 | Providing weepholes 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. | 24.5 | M | 392.2 | ₹9,608.9 |
| 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. | 32.03 | Cum | 4,694.13 | ₹1,50,352.98 |
| 8 | 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. | 1.23 | t | 91,836.42 | ₹1,12,958.8 |
| 9 | Road side Pucca Drains
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement)
C)Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm)
I)In Ordinary Soil | 170 | m | 4,249 | ₹7,22,330 |
| 10 | Dismantling of Brick Soling, stacking serviceable materials and unserviceable materials separately with all lifts and a lead of 500 m by manual means as per MoRD Technical Specification Clause 202
( I ) By Manual Means | 315 | Cum | 986 | ₹3,10,590 |
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