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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | -33.80% | ₹3.1 Cr | L1 | Admitted-Finance |
Tender Value
₹5.3 Cr
EMD Value
₹10.6 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
MRL01-Napet Pali to Kharasom via Lamlai
2026_CESQC_148640_14
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
₹10.6 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 grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
By Manual Means. | - | hectare | 19,089 | - |
| 3 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
Girth above 300 mm to 600 mm | - | Nos. | 342.02 | - |
| 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 | - | cum | 353.75 | - |
| 5 | Earthwork in Hill Road
Excavation in Hilly Areas in Soil by mechanical means. Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | - | - | - | - |
| 6 | 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 | - | cum | 88.42 | - |
| 7 | 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 | - |
| 8 | 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 | - |
| 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 75% for Re-use of Existing Materials | - | cum | 1,220.74 | - |
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