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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₹7.2 LAccepted-AOC KAYANNA BAZAR KAYANNA P O KOZHIKODE | L1 | Accepted-AOC LOWEST AMOUNT ACCEPTED | |
| 2 | L2₹6.7 L−₹43,959.16 (6.12%)Rejected-Finance UKKARANPARAMABATH PALERI VILLAGE KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | L2 | Rejected-Finance lowest accepted another reject | |
| 3 | L3₹6.8 L−₹38,041.64 (5.29%)Rejected-Finance | L3 | Rejected-Finance lowest accepted another reject | |
| 4 | L4₹6.8 L−₹36,097.52 (5.02%)Rejected-Finance KERALA KL KERALA | ALAPPUZHA | KERALA | 686534 | L4 | Rejected-Finance lowest accepted another reject | |
| 5 | L5₹7.1 L−₹8,456.87 (1.18%)Rejected-Finance NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO OPERATIVE SOCIETY LTD | L5 | Rejected-Finance lowest accepted another reject |
| Sl No | Description | Qty | Unit | KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L5 | HAMEED L1 | N.P. KANARAN L3 | M C CHANDRAN L2 | NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L4 |
|---|---|---|---|---|---|---|---|---|
| 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. | 77.91 | cum | 12.38 ₹964.53 | 12.15 ₹946.61 Lowest | 12.37 ₹963.75 | 12.77 ₹994.91 | 12.5 ₹973.88 |
| 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 | 51.94 | cum | 2,614 ₹1,35,771.16 | 2,455 ₹1,27,512.7 Lowest | 2,484.05 ₹1,29,021.56 | 2,478 ₹1,28,707.32 | 2,586 ₹1,34,316.84 |
| 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) | 77.91 | cum | 7,468 ₹5,81,831.88 | 7,010 ₹5,46,149.1 Lowest | 7,091.32 ₹5,52,484.74 | 7,070 ₹5,50,823.7 | 7,378 ₹5,74,819.98 |
Tender Value
₹8.5 L
EMD Value
₹21,134
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 77/25-26 Vazhayil palli Kuruvambath thazha road construction ward-17 General Civil Work
2025_LSGD_774018_1
2/AE/LID-EW/25-26
Open Tender
Civil Works - Roads
Item Rate
changaroth gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹21,134
Yes
9 Sept 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)
M C CHANDRAN (BID ID -2247337)
N.P. KANARAN (BID ID -2247525)
NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD (BID ID -2247241)
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 (BID ID -2245809)
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
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1264228.pdf
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