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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC KALIKAPUR AGARTALA TRIPURA WEST | WEST TRIPURA | TRIPURA | 799002 | L1 | Accepted-AOC L1 | |
| 2 | L2₹26.7 L+₹1.2 L (4.76%)Rejected-AOC JAWHARNAGAR DHALAI TRIPURA | L2 | Rejected-AOC L2 |
Tender Value
₹24.3 L
EMD Value
₹48,517
Closing Date
14 Aug 2026, 3:00 pmClosed
Executive Engineer LTV division PWD(RnB)
O/o The Executive Engineer LTV Division, PWD(RnB) Manu Dhalai Tripura
Construction of protection work at ch.8.50km,13.20km on Chailengta to Chawmanu and Chawmanu-sikaribari road to krishnaroy roaja at ch.0.150km under Chawmanu Sub-division., PWD(RnB) during the year 2026-27
2026_CEPWD_75475_1
06/EE/LTV/PWD(RnB)/M/2026-27
Open Tender
Civil Works
Percentage
45 days
Chawmanu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
₹48,517
14 Oct 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 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 | 11.1 300 Excavation for Structures 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 alead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I Ordinary Soil
(i) Upto 3 m depth | 79.2 | cum | 458.2 | ₹36,289.44 |
| 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 crossnetting,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. | 237.6 | cum | 7,820.4 | ₹18,58,127.04 |
| 3 | 3.4 301.5 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. | 171.6 | cum | 245.4 | ₹42,110.64 |
| 4 | 14.5 1300 Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)
II. Cement concrete grade M 10 in case of concrete block pitching
(i) Nominal mix 1:3:6 | 45.56 | cum | 10,740 | ₹4,89,314.4 |
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finance_76832.pdf
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