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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | -31.50% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
| 3 | Rejected-Technical 104 CHANDRALOK COMPLEX 26 72D BIRHANA ROAD KANPUR NAGAR 208001 UTTAR PRADESH | KANPUR NAGAR | UTTAR PRADESH | 208001 | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹2.9 Cr
EMD Value
₹5.7 L
Closing Date
31 Jul 2026, 2:00 pmClosed
Chief Engineer cum EO, MSRRDA
4th FLOOR, SECURED OFFICE COMPLEX, AT LINE, NORTH AOC, IMPHAL-MANIPUR
MRL12-Bidyanagar to Hospital Via Champanagar
2026_CESQC_148640_18
MSRRDA/E-TENDER/PMGSY-III, B-I, 2023-24/RT-3/NIT-6
National Competitive Bid
Civil Works - Roads
Percentage
540 days
As per Tender Document
Please refer Tender documents.
9 documents required · 9 mandatory
₹20,000
Chief Engineer cum EO,MSRRDA
₹5.7 L
Imphal
13 Sept 2026
11 Jul 2026
31 Jul 2026
11 Jul 2026
31 Jul 2026
11 Jul 2026
20 Jul 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 | A. PAVEMENT WORKS | - | - | - | - |
| 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 Technical Specification Clause 201.
(I) By Manual Means
(B) In area of thorny jungle | - | hectare | 97,035.75 | - |
| 3 | 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 Technical Specification Clause 301.5 | - | cum | 75.97 | - |
| 4 | 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 Technical Specification Clause 301.5
Private Land (From Ch. 0.00Km to Ch. 6.623 Km) | - | cum | 353.75 | - |
| 5 | 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 1 | cum | 88.42 | ₹88.33 |
| 6 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | 15.08 | - |
| 7 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land | - | cum | 328.34 | - |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | - | cum | 1,984.19 | - |
| 9 | Cement Treated Granular Sub Base
Providing laying and spreading granulated material on a prepared sub-grade pulverising adding the designed quantitity of cement,to the spread granulated material mixing in place with rotavator grading with the mortar grader and compacting with smooth wheel roller 80-100 kN at OMC to achieve the desired unconfined compressive strength and to form a layer of sub- base/base as per Technical Specifications Clauses 404.3 and 410.4.2. | - | - | - | - |
| 10 | Considering 80% for Re-use of Existing Materials | 1 | cum | 1,309.93 | ₹1,308.62 |
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