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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.3 L+₹12,768.53 (3.09%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | PRABEESH T K L1 | RAVINDRAN P L2 |
|---|---|---|---|---|---|
| 1.00Culvert | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 10.44 | cum | 393.35 ₹4,106.57 Lowest | 405.52 ₹4,233.63 |
| 1.00 | OD139428/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade (OD FROM DAR ) | 0.72 | cum | 1,002.98 ₹722.15 Lowest | 1,034 ₹744.48 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1.08 | cum | 7,837.68 ₹8,464.69 Lowest | 8,080.08 ₹8,726.49 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 2.88 | cum | 8,808.99 ₹25,369.89 Lowest | 9,081.43 ₹26,154.52 |
| 1.00 | OD139562/2025-2026:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and Similar works(Adopted 10.25.1 DAR) | 400 | kilogram | 165.6 ₹66,240 Lowest | 170.72 ₹68,288 |
| 2.00ROAD | |||||
| 2.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means 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. | 213.2 | sqm | 46.65 ₹9,945.78 Lowest | 48.09 ₹10,252.79 |
| 2.00 | OD139637/2025-2026:Departmental-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.(modified 4.11.2) | 10.66 | cum | 181.39 ₹1,933.62 Lowest | 187 ₹1,993.42 |
| 2.00 | 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. | 10.66 | cum | 2,214.8 ₹23,609.77 Lowest | 2,283.3 ₹24,339.98 |
Tender Value
₹4.2 L
EMD Value
₹10,577
Closing Date
20 Aug 2025, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD Section Peruvayal
Annual Plan-Peruvayal GP 113/26 Santhichira Mundakkal Road Renovation-2025-26-General Civil Work
2025_LSGD_785957_1
04/2025-26/AE/LIDEW/PERUVAYAL
Open Tender
Civil Works - Roads
Item Rate
270 days
Poovattuparamba
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,577
Yes
9 Oct 2025
13 Aug 2025
22 Aug 2025
13 Aug 2025
20 Aug 2025
13 Aug 2025
Amount
Culvert
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD139428/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (OD FROM DAR )
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
OD139562/2025-2026:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and Similar works(Adopted 10.25.1 DAR)
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means 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.
OD139637/2025-2026:Departmental-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.(modified 4.11.2)
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)
RAVINDRAN P (BID ID -2297920)
Bidder Name
PRABEESH T K
RAVINDRAN P
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