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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 | L1₹3.9 LAccepted-AOC NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO OPERATIVE SOCIETY LTD | L1 | Accepted-AOC ACCEPT | |
| 2 | L2₹4.0 L+₹16,066.36 (4.15%)Rejected-AOC KOOLIPARAMBIL HOUSE VILANGAD P O KALLACHI KOZHIKODE 673506 | KOZHIKODE | KERALA | 673506 | L2 | Rejected-AOC HIGHER RATE |
| Sl No | Description | Qty | Unit | TOM JOSEPH L2 | NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L1 |
|---|---|---|---|---|---|
| 1.00A | |||||
| 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. | 30 | cum | 14.33 ₹429.9 Lowest | 14.57 ₹437.1 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 18 | cum | 724.45 ₹13,040.1 | 580 ₹10,440 Lowest |
| 1.00 | OD173643/2025-2026: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, , complete as per Technical Specification Clause 401. (i) For Grading I Material
Ref: 4.1.A.1 Without roller | 20 | cum | 2,734.09 ₹54,681.8 Lowest | 2,795 ₹55,900 |
| 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) | 30 | cum | 8,506.64 ₹2,55,199.2 | 8,165 ₹2,44,950 Lowest |
| 2.00FOOTPATH2 | |||||
| 2.00 | 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. | 6.48 | cum | 14.33 ₹92.86 | 14 ₹90.72 Lowest |
| 2.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 17.28 | cum | 724.45 ₹12,518.5 | 580 ₹10,022.4 Lowest |
| 2.00 | OD173648/2025-2026: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, , complete as per Technical Specification Clause 401. (i) For Grading I Material
Ref: 4.1.A.1 Without roller | 4.32 | cum | 2,734.09 ₹11,811.27 Lowest | 2,795 ₹12,074.4 |
| 2.00 | 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) | 6.48 | cum | 8,506.64 ₹55,123.03 | 8,166 ₹52,915.68 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,569
Closing Date
21 Aug 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ARYA BABU P
Office of the Assistant Engineer LIDEW Section Narippatta Grama Panchayat
Annual Plan 53/26 Thavullakolli Laksham Veed Footpath constructionNARIPPATTA GP
2025_LSGD_783447_4
01/2025/AE/LIDEW/NPT
Open Tender
Civil Works - Others
Item Rate
270 days
NARIPPATTA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,569
Yes
20 Sept 2025
11 Aug 2025
22 Aug 2025
11 Aug 2025
21 Aug 2025
11 Aug 2025
Amount
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.
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
OD173643/2025-2026: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, , complete as per Technical Specification Clause 401. (i) For Grading I Material Ref: 4.1.A.1 Without roller
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)
FOOTPATH2
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.
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
OD173648/2025-2026: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, , complete as per Technical Specification Clause 401. (i) For Grading I Material Ref: 4.1.A.1 Without roller
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)
TOM JOSEPH (BID ID -2300022)
Bidder Name
TOM JOSEPH
NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
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