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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAccepted-AOC VILL KAMALA K PARA DEVACHERRA P S P O MANIKPUR LTV DHALAI TRIPURA | MANIKPUR | DHALAI | TRIPURA | 799273 | ₹21.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.7 L+₹2.2 L (10.0%)Rejected-AOC | ₹23.7 L+₹2.2 L (10.0%) | L2 | Rejected-AOC L2 |
Tender Value
₹23.9 L
EMD Value
₹47,802
Closing Date
23 Jul 2026, 3:00 pmClosed
Executive Engineer
O/o the EE, LTV Division, PWD(RnB), manu Dhalai Tripura
Gabian structure, Flat Brick Soling etc.
2026_CEPWD_74648_1
05/EE/LTV/PWD(RnB)M/2026-27
Open Tender
Civil Works - Roads
Percentage
45 days
Chawmanu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
₹47,802
3 Aug 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
23 Jul 2026
14 Jul 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 | 12.1(304)Excavation for Structures
A. 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 back filling in trenches with excavated suitable material.
I Ordinary Soil
(i) Upto 3 m depth | 1 | Cum | 458.2 | ₹457.74 |
| 2 | 15.12(2503.3)Gabian Structure for Retaining Earth
Providing and construction of a gabian structure for retaining earth with segments of wire crateso f size 7m x 3m x 0.6m each divided into1.5m compartments by cross netting,made from 4mm galvanised steel wire@32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200mm, all looseends to be tied with 4mm galvanised steel wire as per drawing and MoRT&H Technical specifications clause 2503.3. | - | Cum | 7,005.9 | - |
| 3 | 3.16(300)Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with all lifts, 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 MoRT&H Technical Specification clauses of section 300 | - | Cum | 226.1 | - |
| 4 | 4.5(412)ii) 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. | - | sqm | 591.4 | - |
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