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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC LID AND EW SECTION VELLIYAMATTOM GP RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹1.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 LRejected-AOC 10051373 RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹1.2 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BHARATH ENGINEERING SERVICE L1 | DIPIN P.K. L2 |
|---|---|---|---|---|---|
| 1.00retaining wall | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 3.07 | cum | 62.97 ₹193.07 | 64.45 ₹197.60 |
| 1.00 | OD101768/2024-2025: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 12.7 | cum | 3,575.89 ₹45,420.95 | 3,660.07 ₹46,490.21 |
| 1.00 | 3.4: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 | 11.5 | cum | 463.1 ₹5,324.72 | 474 ₹5,450.05 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 2.09 | cum | 2,205.69 ₹4,605.48 | 2,257.62 ₹4,713.91 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 7.01 | cum | 8,166.06 ₹57,227.75 | 8,358.3 ₹58,574.97 |
Tender Value
₹1.2 L
EMD Value
₹2,886
Closing Date
26 Oct 2024, 6:00 pmClosed
Assistant Engineer
LID AND EW SECTION ALAKKODE
Alakkode G.P 2024-25 Pro.No.16 Anikkunnu Road Renovation in ward 3
2024_LSGD_697176_14
2/24-25/AE/LSGD/ALKD
Open Tender
Civil Works - Roads
180 days
Alakkode Panchayat office
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹2,886
27 Mar 2026
18 Oct 2024
28 Oct 2024
18 Oct 2024
26 Oct 2024
18 Oct 2024
Amount
retaining wall
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD101768/2024-2025: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
3.4: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
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
DIPIN P.K.
Bidder Name
BHARATH ENGINEERING SERVICE
DIPIN P.K.
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