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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 | Admitted-Fee/PreQual/Technical 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical 104 CHANDRALOK COMPLEX 26 72D BIRHANA ROAD KANPUR NAGAR 208001 UTTAR PRADESH | KANPUR NAGAR | UTTAR PRADESH | 208001 | Admitted-Fee/PreQual/Technical |
| 3 | Not Admitted-Fee/PreQual/Technical SCF 126 OPP SUKHRAJ CINEMA GONIANA ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | Not Admitted-Fee/PreQual/Technical Others-Bid Validity not extended. |
Tender Value
₹12.2 Cr
EMD Value
₹24.4 L
Closing Date
8 Oct 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer cum EO, RED/MSRRDA
4th FLOOR, SECURED OFFICE COMPLEX, AT LINE, NORTH AOC, IMPHAL-MANIPUR
MRL06-NH-53 (Lukhambi) To Kabui khullen
2025_CESQC_144510_41
5/16/2024-MSRRDA/E-TENDER
Open Tender
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.
₹24.4 L
Imphal
27 Jun 2026
17 Sept 2025
9 Oct 2025
17 Sept 2025
8 Oct 2025
17 Sept 2025
24 Sept 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 | 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 | 11.73 | hectare | 97,035.75 | ₹11,38,229.35 |
| 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.
Lead upto 100 m
Girth above 300 mm to 600 mm | 15 | Each | 342.02 | ₹5,130.3 |
| 4 | 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 | 46,250 | cum | 145.03 | ₹67,07,637.5 |
| 5 | Excavation in Hard Rock (blasting prohibited)
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
B. Mechanical Means | 4,627.8 | cum | 884.65 | ₹40,93,983.27 |
| 6 | 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 | 4,808 | cum | 353.75 | ₹17,00,830 |
| 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 | 8,702.76 | cum | 328.34 | ₹28,57,464.22 |
| 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 | 2,796.08 | cum | 1,417.95 | ₹39,64,701.64 |
| 9 | Cement Treated Granular 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. | 5,607.45 | cum | 4,878.3 | ₹2,73,54,823.34 |
| 10 | Prime Coat :
Low porosity
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 56,074.5 | sqm | 50.94 | ₹28,56,435.03 |
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