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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC NATUN BAZAR PO NATUN BAZAR JATANBARI GOMATI DISTRICT TRIPURA | GOMATI | TRIPURA | L1 | Accepted-AOC Responsive | |
| 2 | L2₹2.9 Cr+₹15.4 L (5.56%)Rejected-AOC BATTALA JOYNAGAR AGARTALA | NORTH TRIPURA | TRIPURA | 799250 | L2 | Rejected-AOC Responsive | |
| 3 | L3₹2.9 Cr+₹15.9 L (5.72%)Rejected-AOC TELIAMURA KWOWAI TRIPURA | TELIAMURA | KHOWAI | TRIPURA | L3 | Rejected-AOC Responsive | |
| 4 | L4₹3.0 Cr+₹22.2 L (8.00%)Rejected-AOC VILL DEVENDRA CHOWDHURY PARA P O BELCHERRA KHOWAI TRIPURA | KHOWAI | KHOWAI | TRIPURA | L4 | Rejected-AOC Responsive | |
| 5 | L5₹3.0 Cr+₹26.2 L (9.45%)Rejected-AOC KHOWAI DIVISION PW R B | L5 | Rejected-AOC Responsive |
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
20 Mar 2026, 3:00 pmClosed
The Executive Engineer PWD Khowai Division
O/o The Executive Engineer PWD Khowai Division
Improvement of Road from Champahour P.H.C to Champahour Idankur P.W.D road via Bharat Sardar Para under Tulashikhar R.D Block during the year 2025 26 Length 1.265 KM. SH GSB, WBM 2and3, PMC, Seal Coat, CD, Protection Work etc
2026_CEPWD_71283_1
96/CE/PWD/RandB/ACE/PDU/25-26
Open Tender
Civil Works
Percentage
365 days
khowai
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,000
₹7.2 L
12 Oct 2026
7 Mar 2026
20 Mar 2026
7 Mar 2026
20 Mar 2026
12 Mar 2026
7 Mar 2026 - 12 Mar 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 |
|---|---|---|---|---|---|
| 1SH: Site clearance | |||||
| 1.01 | Clearing Grass and Removal of Rubbish
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Technical Specification Clause 201. | 0.29 | Hec | 22,910.9 | ₹6,529.61 |
| 2SH:Earth work | |||||
| 2.01 | Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2. | 1,555.95 | cum | 30.4 | ₹47,300.88 |
| 2.02 | Compacting Original Ground
(i) Compacting original ground supporting embankment
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per MoRD Technical Specification Clause 301.4.1. | 777.98 | cum | 23 | ₹17,893.54 |
| 2.03 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3. | 480 | cum | 44.1 | ₹21,168 |
| 2.04 | Construction of Embankment with Material Obtained from Roadway Cutting
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5.
(A) For spreading beyond 100 m | 490 | cum | 81.1 | ₹39,739 |
| 3SH: Drainage works | |||||
| 3.01 | 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)
B) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)
(I) In Ordinary Soil | 360 | metre | 3,410.5 | ₹12,27,780 |
| 3.02 | Surface Drains
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
(i) Surface Drains in Ordinary Soil
(B) Mechanical Means | 300 | metre | 21.9 | ₹6,570 |
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