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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC 16 OFFICE LANE NEAR DAILY DESHER KATHA OFFICE P O AGARTALA WEST TRIPURA 799001 | NIRMAL | TELANGANA | 799001 | L1 | Accepted-AOC Responsive | |
| 2 | L2₹2.4 Cr+₹6.9 L (2.90%)Rejected-AOC MARANADI KHOWAI | L2 | Rejected-AOC Responsive | |
| 3 | L3₹2.6 Cr+₹25.9 L (10.9%)Rejected-AOC TELIAMURA KWOWAI TRIPURA | TELIAMURA | KHOWAI | TRIPURA | L3 | Rejected-AOC Responsive | |
| 4 | L4₹3.0 Cr+₹60.9 L (25.6%)Rejected-AOC MILAN SANGHA P O A D NAGAR AGARTALA WEST TRIPURA PIN 799003 | AGARTALA | WEST TRIPURA | TRIPURA | 799003 | L4 | Rejected-AOC Responsive | |
| 5 | L5₹3.0 Cr+₹61.6 L (25.9%)Rejected-AOC OFFICE OF THE EXECUTIVE ENGINEER WEST DEPARTMENT OF AGRICULTURE FARMERS WELFARE WEST TRIPURA AGARTALA | L5 | Rejected-AOC Responsive |
Tender Value
₹3.1 Cr
EMD Value
₹6.1 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 Paschim Rajnagar High School To Utlabari Old NEC road under Tulasikhar RD Block L 2.65 km SH GSB, WBM II,WBM III, Drainage and Protection work. Group II From Ch.1.325 to Ch.2.65 km.
2026_CEPWD_71284_1
101/CE/PWDRandB)/ACE/PDU/2025 26
Open Tender
Civil Works
Percentage
400 days
khowai
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,000
₹6.1 L
12 Oct 2026
7 Mar 2026
20 Mar 2026
7 Mar 2026
20 Mar 2026
13 Mar 2026
7 Mar 2026 - 13 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 and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201.
(I) By Manual Means
(A) In area of light jungle | 0.53 | Hec | 86,289.2 | ₹45,733.28 |
| 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. | 1,192.5 | cum | 30.4 | ₹36,252 |
| 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. | 1,093.13 | cum | 23 | ₹25,141.88 |
| 2.03 | 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. | 500 | cum | 245.4 | ₹1,22,700 |
| 2.04 | 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. | 500 | cum | 44.1 | ₹22,050 |
| 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 | 660 | metre | 3,410.5 | ₹22,50,930 |
| 4SH: GRANULAR SUB-BASE, Bases( Non-Bituminous) | |||||
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