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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₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.4 L+₹1,540.26 (0.45%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | AJAYKUMAR K L1 | DEEPTI AJAYKUMAR L2 |
|---|---|---|---|---|---|
| 1.00TILE PAVING | |||||
| 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 | 23.45 | cum | 441.5 ₹10,354.06 Lowest | 445 ₹10,436.14 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.73 | cum | 9,001.46 ₹6,589.07 Lowest | 9,005 ₹6,591.66 |
| 1.00 | 12.5.3: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 III. R.C.C grade M 20 | 4.88 | cum | 10,457.41 ₹51,032.16 Lowest | 10,500 ₹51,240 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.44 | tonne | 1,00,926.12 ₹44,306.57 Lowest | 1,00,926.12 ₹44,306.57 Lowest |
| 1.00 | OD302406/2025-2026:Specification code: 10.25.2 Item Shifted to Sub head 14 as item 14.73 . Item Shifted
to head 14 as item 14.74. Steel work welded in built up sections/framed work,
including cutting, hoisting, fixing in position using structural steel etc. as required. In
gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Details
of cost for 1 mx1 m framed guard bar grating of 0.218 quintal. | 310 | kg | 183.87 ₹56,999.7 Lowest | 185 ₹57,350 |
| 1.01 | 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. | 99 | sqm | 16.01 ₹1,584.99 Lowest | 18 ₹1,782 |
| 1.01 | 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. | 9.9 | cum | 2,484.07 ₹24,592.29 Lowest | 2,500 ₹24,750 |
| 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) | 14.97 | cum | 9,563.75 ₹1,43,188.47 Lowest | 9,600 ₹1,43,731.2 |
Tender Value
₹3.4 L
EMD Value
₹8,466
Closing Date
6 Nov 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer
Nadathara GP 333/25-26 Lakshamveedu road (bylane 1)maintenence ward 15
2025_LSGD_816435_1
83/AE/LSGD/NDA/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Nadathara GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹750
Yes
₹8,466
Yes
16 Jan 2026
30 Oct 2025
7 Nov 2025
30 Oct 2025
6 Nov 2025
30 Oct 2025
Amount
TILE PAVING
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.3: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 III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD302406/2025-2026:Specification code: 10.25.2 Item Shifted to Sub head 14 as item 14.73 . Item Shifted to head 14 as item 14.74. Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Details of cost for 1 mx1 m framed guard bar grating of 0.218 quintal.
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.
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)
DEEPTI AJAYKUMAR (BID ID -2430228)
Bidder Name
AJAYKUMAR K
DEEPTI AJAYKUMAR
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