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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | L1 | Accepted-AOC LOWEST ACCEPTED | |
| 2 | Rejected-Technical UKKARANPARAMABATH PALERI VILLAGE KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical KAYANNA BAZAR KAYANNA P O KOZHIKODE | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L2 | HAMEED L3 | M C CHANDRAN L1 |
|---|---|---|---|---|---|---|
| 1.00road | ||||||
| 1.00 | 3.14: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. | 56.43 | cum | 506 ₹28,553.58 | 515.82 ₹29,107.72 | 500 ₹28,215 Lowest |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 64.65 | cum | 11.75 ₹759.64 | 12.95 ₹837.22 | 11.7 ₹756.41 Lowest |
| 1.00 | 4.1.A.1: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. (i) For Grading I Material | 43.1 | cum | 2,584.65 ₹1,11,398.42 | 2,646.25 ₹1,14,053.38 | 2,546 ₹1,09,732.6 Lowest |
| 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) | 71.72 | cum | 7,378.55 ₹5,29,226.5 | 7,555.21 ₹5,41,897.44 | 7,270 ₹5,21,440.75 Lowest |
| 1.00 | OD134518/2025-2026:Dry rubble masonry 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. | 13.05 | cum | 3,210 ₹41,890.5 | 3,286.24 ₹42,885.43 | 3,162 ₹41,264.1 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
6 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW SECTION CHANGAROTH GP
Annual plan changaroth GP Pro no 76/25-26 Abalaparmb manikkamkandi road road ward 16 general -civil work
2025_LSGD_780237_1
8/AE/LID EW /25-26
Open Tender
Civil Works - Roads
Item Rate
changaroth gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
15 Sept 2025
29 Jul 2025
8 Aug 2025
29 Jul 2025
6 Aug 2025
29 Jul 2025
Amount
3.14: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.
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.1.A.1: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. (i) For Grading I Material
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)
OD134518/2025-2026:Dry rubble masonry 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.
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 (BID ID -2276064)
HAMEED (BID ID -2276387)
Bidder Name
HAMEED
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
M C CHANDRAN
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