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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₹3.6 LAccepted-AOC KAYANNA BAZAR KAYANNA P O KOZHIKODE | L1 | Accepted-AOC LOWEST QUATED | |
| 2 | Rejected-Technical UKKARANPARAMABATH PALERI VILLAGE KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical KERALA KL KERALA | ALAPPUZHA | KERALA | 686534 | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO OPERATIVE SOCIETY LTD | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L4 | HAMEED L1 | N.P. KANARAN L3 | M C CHANDRAN L2 | NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00road work | ||||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 38.85 | cum | 12.45 ₹483.68 | 11.95 ₹464.26 Lowest | 12.5 ₹485.63 | 12.75 ₹495.34 | 12.69 ₹493.01 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 25.9 | cum | 2,614 ₹67,702.6 | 2,484 ₹64,335.6 Lowest | 2,577 ₹66,744.3 | 2,537.9 ₹65,731.61 | 2,652 ₹68,686.8 |
| 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) | 38.85 | cum | 7,468 ₹2,90,131.8 | 7,092 ₹2,75,524.2 Lowest | 7,358 ₹2,85,858.3 | 7,245 ₹2,81,468.25 | 7,572.5 ₹2,94,191.63 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 3.6 | cum | 510 ₹1,836 | 494.5 ₹1,780.2 Lowest | 515.3 ₹1,855.08 | 495 ₹1,782 | 518.5 ₹1,866.6 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
11 Jul 2025, 2:00 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 no75/25-26 Construction of Pilacherimukku Attoth thazha road ward-15-.-General Civil Work
2025_LSGD_773752_1
1/AE/LID EW/25-26
Open Tender
Civil Works - Roads
Item Rate
changaroth gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
23 Aug 2025
3 Jul 2025
14 Jul 2025
3 Jul 2025
11 Jul 2025
3 Jul 2025
Amount
road work
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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) <br> (A) By Mix in Place Method <br> 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. <br> (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)
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
M C CHANDRAN (BID ID -2247340)
N.P. KANARAN (BID ID -2247530)
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 (BID ID -2245812)
NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD (BID ID -2247243)
Bidder Name
N.P. KANARAN
HAMEED
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
M C CHANDRAN
NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1263684.pdf
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