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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 LAccepted-Finance | ₹3.6 L | 1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | ABDUL GAFOOR.P.K. L1 | BABUS ANTONY L3 | Mithun Viswanath L2 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 125.1 | sqm | 40.57 ₹5,075.31 | 44.86 ₹5,611.99 | 44.72 ₹5,594.47 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 10.16 | cum | 56.21 ₹571.32 | 62.14 ₹631.59 | 61.95 ₹629.66 |
| 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. (ii) Using Gravel mix soil. | 6.78 | cum | 1,976.44 ₹13,392.36 | 2,185.25 ₹14,807.25 | 2,178.29 ₹14,760.09 |
| 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) | 44.83 | cum | 7,605.09 ₹3.4 L | 8,408.44 ₹3.8 L | 8,381.66 ₹3.8 L |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 22.59 | cum | 45.2 ₹1,020.98 | 49.97 ₹1,128.72 | 49.81 ₹1,125.11 |
Tender Value
Refer Docs
EMD Value
₹10,592
Closing Date
6 Mar 2026, 6:00 pmClosed
NIMIL R T
office of Assistant Executive Engineer Iritty Block Panchayat
Annual Plan-Iritty Block Panchayat Project no. 157/2025- 26-Kunnoth Pattaram Road Concrete Payam GP
2026_LSGD_841682_1
DB/TEN/06/2025-26
Open Tender
Civil Works - Roads
180 days
Iritty
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
Yes
₹10,592
Yes
8 Jun 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
Road Concreting
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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. (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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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