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Tender ID
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 | 1₹3.6 LAccepted-AOC KERALA KL | KANNUR | KERALA | 670308 | 1 | Accepted-AOC qualified | |
| 2 | Rejected-Technical KAYANNA BAZAR KAYANNA P O KOZHIKODE | - | Rejected-Technical NOT QUALIFIED | |
| 3 | Rejected-Technical KERALA KL | - | Rejected-Technical NOT QUALIFIED | |
| 4 | Rejected-Technical KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | - | Rejected-Technical NOT QUALIFIED |
| Sl No | Description | Qty | Unit | MOIDEENKOYA PP L3 | KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L4 | RITHU M.V L2 | FAYIS P L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||||
| 1.00 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br> (A) Manual Means | 1.88 | cum | 3,290.47 ₹6,169.63 | 3,740 ₹7,012.5 | 3,212 ₹6,022.5 | 1,000 ₹1,875 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 67.09 | cum | 324.01 ₹21,739.45 | 370 ₹24,825.15 | 315 ₹21,134.93 | 50 ₹3,354.75 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 73.8 | cum | 50.36 ₹3,716.57 | 57.7 ₹4,258.26 | 49 ₹3,616.2 Lowest | 50 ₹3,690 |
| 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 | 26.24 | cum | 2,458.55 ₹64,512.35 | 2,800 ₹73,472 | 2,400 ₹62,976 Lowest | 2,400 ₹62,976 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) | 39.36 | cum | 7,018.79 ₹2,76,259.57 | 7,992 ₹3,14,565.12 | 6,851 ₹2,69,655.36 Lowest | 7,300 ₹2,87,328 |
Tender Value
₹4.7 L
EMD Value
₹11,652
Closing Date
6 Aug 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE, LSGD
AE, LSGD NANMINDA
CIVIL WORKS
2025_LSGD_780184_1
32/AE/NMD
Open Tender
Civil Works - Roads
Item Rate
200 days
NANMINDA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,652
Yes
27 Aug 2025
29 Jul 2025
8 Aug 2025
29 Jul 2025
6 Aug 2025
29 Jul 2025
29 Jul 2025 - 6 Aug 2025
Amount
ROAD WORK
3.9.2.A:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br> (A) Manual Means
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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)
RITHU M.V (BID ID -2276402)
MOIDEENKOYA PP (BID ID -2274096)
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 (BID ID -2276093)
Bidder Name
MOIDEENKOYA PP
RITHU M.V
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
FAYIS P
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1278597.pdf
boq_comp_chart.xlsx
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details.html
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