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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₹3.5 LAccepted-AOC ARUMAPARAMBIL HOUSE CHAZHIYATTIRI THIRUMITTACODE | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | VENUGOPALAN P L2 | RISHAD P V L1 |
|---|---|---|---|---|---|
| 1.00INTERLOCK | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 194.25 | sqm | 14 ₹2,719.5 Lowest | 14 ₹2,719.5 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 8.32 | cum | 61.6 ₹512.82 | 58.7 ₹488.68 Lowest |
| 1.00 | 6.1.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 | 26.55 | cum | 3,083 ₹81,853.65 | 2,970 ₹78,853.5 Lowest |
| 1.00 | OD144453/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 192.15 | sqm | 1,141 ₹2,19,243.15 | 954 ₹1,83,311.1 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 9.31 | cum | 8,827 ₹82,161.72 | 8,503 ₹79,145.92 Lowest |
| 1.01 | OD142464/2025-2026:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite
carrying the inscription of indicating name of work, the cost involved, the commencement,
completion, and inauguration date and the name of Sponsoring the project engraving
it on the name of project including all cost of materials engraving charges conveyance and
fixing chargers etc. complete including all cost for fixing the granite / marble slab in concrete or
metal board and cost for concreting the base of board. | 1 | each | 4,620 ₹4,620 | 4,450 ₹4,450 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
23 Jul 2025, 6:00 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 and EW Sub Division Thrithala Block Panchayath
Public works
2025_LSGD_776826_1
ET-01/AEE/LSGD/TLABP/2025-26
Open Tender
Civil Works - Roads
Item Rate
300 days
Thrithala Block Panchayath, Koottanad
Pls see the tender documents
7 documents required · 7 mandatory
₹935
Yes
₹10,588
Yes
9 Sept 2025
15 Jul 2025
25 Jul 2025
15 Jul 2025
23 Jul 2025
15 Jul 2025
Amount
INTERLOCK
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
6.1.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
OD144453/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
VENUGOPALAN P (BID ID -2260149)
Bidder Name
VENUGOPALAN P
RISHAD P V
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finance_1270309.pdf
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