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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical TAMASHABARI SONAMURA SIPAHIJALA TRIPURA | TAMASHABARI | SIPAHIJALA | TRIPURA | 799131 | Accepted-Technical Responsive |
| 2 | Rejected-Technical | Rejected-Technical Non-responsive as per clause 27.2 of ITB |
| 3 | Rejected-Technical D 1 1 GILLANDER HOUSE 8 N S ROAD KOLKATA 700001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | Rejected-Technical Non-responsive as per clause 19.4 of ITB |
| 4 | Rejected-Technical AMARPUR GOMATI TRIPURA 799101 | AMARPUR | GOMATI | TRIPURA | 799101 | Rejected-Technical Non-responsive as per clause 27.2 of ITB |
Tender Value
Refer Docs
EMD Value
₹48 L
Closing Date
16 Oct 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER, AMARPUR DIVISION, PWD (RandB),
OFFICE OF THE EXECUTIVE ENGINEER, AMARPUR DIVISION, PWD (RandB), AMARPUR
STRENGTHENING and IMPROVEMENT OF ROADS INCLUDING BRIDGES UNDER WORLD BANK AIDED PROJECT TRESP IN OMPI BLOCK UNDER AMARPUR DIVISION, PWD (RandB).Gr-III
2025_EEAV_65568_1
IN-PWD(RandB)-507381-CW-RFB
Open Tender
Civil Works - Roads
Item Wise
720 days
Ompi, Gomati Tripura
Please refer Tender documents.
10 documents required · 10 mandatory
₹10,000
EE,Amarpur Division,PWD(RandB)
₹48 L
Office of the Additional Chief Engineer, PandDU, P
13 Jan 2026
11 Sept 2025
16 Oct 2025
11 Sept 2025
16 Oct 2025
26 Sept 2025
12 Sept 2025 - 23 Sept 2025
24 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Road Works
Site Clearance | - | - | - | - |
| 2 | 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 MoRD Technical SpeciFication Clause 201.
II) By Mechanical Means
A) In area oF non-thorny jungle Road No 1=7.07 Hectare+Road No 2=2.08 Hectare+ Road No 3=1.6 Hectare = Total 10.75 Hectare | 10.75 | Hectare | 40,047.3 | ₹4,30,508.48 |
| 3 | Removing all types of Hume pipes
Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202.
(A) Upto 600 mm dia Hume pipe Road No 1=3.5 M+Road No 2=0 M+ Road No 3=0 M = Total 3.5 M | 3.5 | M | 297.4 | ₹1,040.9 |
| 4 | Dismantling of Brick soling
Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
II) By Mechanical means Road No 1=856.76 Cum+Road No 2=523.04 Cum+ Road No 3=0 Cum = Total 1379.8 Cum | 1,379.8 | Cum | 402 | ₹5,54,679.6 |
| 5 | Earthwork | - | - | - | - |
| 6 | Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m
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 1000m as per MoRD Technical Specification Clause 302.3. Road No 1=427860.74 Cum+Road No 2=51537.45 Cum+ Road No 3=5061.26 Cum = Total 484459.45 Cum | 4,84,459.45 | Cum | 10.2 | ₹49,41,486.39 |
| 7 | 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 Road No 1=17003.7 Cum+Road No 2=2029.65 Cum+ Road No 3=4302.07 Cum = Total 23335.42 Cum | 23,335.42 | Cum | 420.7 | ₹98,17,211.19 |
| 8 | 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. Road No 1=0 Cum+Road No 2=0 Cum+ Road No 3=4500.76 Cum = Total 4500.76 Cum | 4,500.76 | Cum | - | - |
| 9 | 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.
Subgrade Road No 1=2885.58 Cum+Road No 2=926.64 Cum+ Road No 3=2191.16 Cum = Total 6003.38 Cum | 6,003.38 | Cum | - | - |
| 10 | 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.
Earthen shoulder Road No 1=8101.56 Cum+Road No 2=3041.4 Cum+ Road No 3=1572.48 Cum = Total 12715.44 Cum | 12,715.44 | Cum | - | - |
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