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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₹7.5 LAccepted-AOC NADD POST KALLACHI 673506 KERALA INDIA | KOZHIKODE | KERALA | 673506 | L1 | Accepted-AOC AS PER BOARD RESOLUTION | |
| 2 | L2₹7.8 L+₹27,117.97 (3.59%)Rejected-AOC NOT SPECIFIED | L2 | Rejected-AOC AS PER BOARD RESOLUTION | |
| 3 | L3₹8.3 L+₹78,696.03 (10.4%)Rejected-AOC KANNUR | KERALA | 670001 | L3 | Rejected-AOC AS PER BOARD RESOLUTION | |
| 4 | L4₹9.2 L+₹1.6 L (21.5%)Rejected-AOC KOODETHIL MUKKU MALANCHERN ROAD KUNNUMMAL RAMA PA KOZHIKODE KERALA | KOZHIKODE | KERALA | 612906 | L4 | Rejected-AOC AS PER BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | VALAYAM LABOUR CONTRACT CO-OPERATIVE SOCIETY L4 | ABDU RAHMAN WORK CONTRACTS L2 | VIJAYAN KANDOTH L1 | NPLCCS L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | |||||||
| 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. | 105.75 | cum | 70.4 ₹7,444.8 | 12 ₹1,269 Lowest | 60 ₹6,345 | 64 ₹6,768 |
| 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 | 28.2 | cum | 3,436.4 ₹96,906.48 | 3,000.47 ₹84,613.25 | 3,000 ₹84,600 Lowest | 3,124 ₹88,096.8 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 183 | sqm | 15.4 ₹2,818.2 | 13 ₹2,379 Lowest | 20 ₹3,660 | 14 ₹2,562 |
| 1.00 | OD338606/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 10.98 | cum | 209 ₹2,294.82 | 180.13 ₹1,977.83 Lowest | 200 ₹2,196 | 190 ₹2,086.2 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 7.32 | cum | 2,550.9 ₹18,672.59 | 2,202 ₹16,118.64 | 2,100 ₹15,372 Lowest | 2,319 ₹16,975.08 |
| 1.01 | 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) | 80.33 | cum | 9,818.6 ₹7,88,679.05 | 8,410 ₹6,75,533.25 | 8,000 ₹6,42,600 Lowest | 8,926 ₹7,16,980.95 |
Tender Value
₹8.3 L
EMD Value
₹20,842
Closing Date
27 Oct 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
OFFIC OF THE ASSISTANT ENGINEER NADAPURAM GRAMA PANCHAYATH
Annual Plan Project No 488 26 PATHUNKARA GUPS ROAD CONCRETE, Ward 19 In Nadapuram GP General Civil Work
2025_LSGD_812068_1
T6 2025 26AELIDEWNDPM
Open Tender
Civil Works - Roads
Item Rate
250 days
NADAPURAM GRAMA PANCHAYATH
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,840
Yes
₹20,842
Yes
28 Nov 2025
18 Oct 2025
29 Oct 2025
18 Oct 2025
27 Oct 2025
18 Oct 2025
Amount
Road Concrete
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
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD338606/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
ABDU RAHMAN WORK CONTRACTS (BID ID -2411657)
NPLCCS (BID ID -2402816)
VALAYAM LABOUR CONTRACT CO-OPERATIVE SOCIETY (BID ID -2405945)
Bidder Name
VALAYAM LABOUR CONTRACT CO-OPERATIVE SOCIETY
ABDU RAHMAN WORK CONTRACTS
NPLCCS
VIJAYAN KANDOTH
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