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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | -36.80% | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹11.7 L (5.22%)Admitted-Finance 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | -33.50% | ₹2.4 Cr+₹11.7 L (5.22%) | L2 | Admitted-Finance |
| 3 | L3₹2.6 Cr+₹38.7 L (17.3%)Admitted-Finance | -25.86% | ₹2.6 Cr+₹38.7 L (17.3%) | L3 | Admitted-Finance |
| 4 | L4₹2.8 Cr+₹59.1 L (26.4%)Admitted-Finance H NO 06 CHOWKIDINGHEE DIBRUGARH P O C R BUILDING P S DIBRUGARH DIST DIBRUGARH PIN 786003 ASSAM | DIBRUGARH | ASSAM | 786003 | -20.10% | ₹2.8 Cr+₹59.1 L (26.4%) | L4 | Admitted-Finance |
| 5 | 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
₹41.9 L
EMD Value
₹7.9 L
Closing Date
31 Jul 2026, 2:00 pmClosed
Chief Engineer, RED/MSRRDA.
MSRRDA/ RED, 4th Floor Secured Office Building, A.T. Line, North A.O.C. Imphal, Manipur.
T04-Hiyanglam Waikhom to Hiranmei
2026_CESQC_148637_34
MSRRDA/E-TENDER/PMGSY-III, B-I, 2024-25/RT-1/NIT-7
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, RED/MSRRDA
₹7.9 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 | 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 | - | - |
| 3 | Construction of Embankment with Materials obtained from Borrow pits.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 | 1 | cum | - | - |
| 4 | 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 | - | - |
| 5 | 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 | - | - |
| 6 | 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. | - | cum | 1 | - |
| 7 | Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base two layers of 175 mm(100+75) thick 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. by Grading II Material | 1 | cum | 1 | ₹1 |
| 8 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
By Mechanical Means with 1 km lead | 1 | cum | 1 | ₹1 |
| 9 | Prime coat(Low porosity)
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base 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 | - | sqm | 1 | - |
| 10 | Tack coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | 1 | - |
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