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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.5 CrAdmitted-Finance | -32.02% | ₹4.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.1 Cr+₹55.9 L (12.5%)Admitted-Finance | -23.56% | ₹5.1 Cr+₹55.9 L (12.5%) | L2 | Admitted-Finance |
| 3 | L3₹5.1 Cr+₹60.0 L (13.4%)Admitted-Finance | -22.95% | ₹5.1 Cr+₹60.0 L (13.4%) | L3 | Admitted-Finance |
| 4 | L4₹6.2 Cr+₹1.7 Cr (38.7%)Admitted-Finance | -5.70% | ₹6.2 Cr+₹1.7 Cr (38.7%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Technically Non Responsive |
Tender Value
₹6.6 Cr
EMD Value
₹13.2 L
Closing Date
7 Jul 2025, 5:00 pmClosed
Executive Director (P)
NHIDCL, Regional Office, 3rd floor, UD Bhawan, Near Ravindra Bhawan, Sakuntala, Agartala, Tripura
Special Emergent Repair through Short Term Maintenance Contract on NH 08 in between Mungiakami to Champaknagar section for undertaking of protection works from Km 429 600 to Km 429 695 Km 426 800 to Km 426 833, Km 427 650 to Km 427 680, Km 434
2025_NHIDC_864651_1
NHIDCL/RO-Agt/STMC/M -C/2025-26/762
Open Tender
Civil Works - Roads
Percentage
365 days
Tripura
Please refer Tender documents.
4 documents required · 4 mandatory
₹11,800
Executive Diretor (P)
₹13.2 L
24 Jul 2025
14 Jun 2025
8 Jul 2025
14 Jun 2025
7 Jul 2025
14 Jun 2025
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 | 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 MoRT&H Technical Specification Clause 201. | 0.8 | Ha | 28,638.7 | ₹22,910.96 |
| 2 | Excavation for structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MoRT&H Technical Specification clauses of section 300.
(i) Ordinary soil
(B) By mechanical means ( upto 3 m depth) | - | cum | 53.1 | - |
| 3 | 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 | Gabian Structure for Retaining Earth
Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm 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 200 mm, all loose ends to be tied with 4 mm galvanised steel wire as per drawing and MoRT&H Technical specifications clause 2503.3. | - | cum | 7,005.9 | - |
| 5 | Providing of front end loader | - | Per Hr. | 1,411.69 | - |
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