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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC KERALA KL | PATHANAMTHITTA | KERALA | 689694 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.0 L+₹17,264.88 (4.52%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RISHIN K.A. L2 | AKHIL K M L1 |
|---|---|---|---|---|---|
| 1.00tiling | |||||
| 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 | 17.85 | cum | 415 ₹7,407.75 | 397.77 ₹7,100.19 Lowest |
| 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 | 2.55 | cum | 8,479 ₹21,621.45 | 8,110.32 ₹20,681.32 Lowest |
| 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 | 9.95 | cum | 9,850 ₹97,958.25 | 9,422.14 ₹93,703.18 Lowest |
| 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 | 0.6 | tonne | 95,072 ₹56,757.98 | 90,934.43 ₹54,287.85 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 3.83 | cum | 9,313 ₹35,622.23 | 8,908.21 ₹34,073.9 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.38 | tonne | 94,611 ₹36,236.01 | 90,494.02 ₹34,659.21 Lowest |
| 1.01 | OD296177/2025-2026:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 69 | kg | 112.44 ₹7,758.36 | 107.54 ₹7,420.26 Lowest |
| 1.01 | OD296055/2025-2026:Filling with Quarry muck- Filling up low lying and water logged areas with local
material/quarry muck, spreading in layer, levelling up top at site and consolidation by
ramming etc. complete. | 8.33 | cum | 892.58 ₹7,435.19 | 853.73 ₹7,111.57 Lowest |
| 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. | 8.33 | cum | 2,339 ₹19,483.87 | 2,238.15 ₹18,643.79 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
9 Oct 2025, 12:30 pmClosed
Assistant Engineer,
The Assistant Engineer, LID AND EW Section , Eriyad Grama Panchayat
Eriyad GP-2025-26-Construction of drainage in Puthanchal road 350/25
2025_LSGD_803458_6
04/2025/AE/LID AND EW/ERD
Open Tender
Civil Works - Roads
Item Rate
180 days
Eriyad Grama Panchayat Eriyad Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,592
Yes
5 Dec 2025
29 Sept 2025
10 Oct 2025
29 Sept 2025
9 Oct 2025
29 Sept 2025
Amount
tiling
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
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD296177/2025-2026:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
OD296055/2025-2026:Filling with Quarry muck- Filling up low lying and water logged areas with local material/quarry muck, spreading in layer, levelling up top at site and consolidation by ramming etc. complete.
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.
OD296056/2025-2026:Supplying and laying interlocking cement concrete pavour block tiles 80mm or nearest size thickness,minimum strength M40(conforming to IS 15658:2006 For Medium traffic Low volume roads) Including providing a layer of 6mm aggregate for 6 mm for 5 cm thickness,then laying interlock CC Pavour block tiles in lines and levels as per directions of the dipartmental officiers at site ,inclusive of all cost & ramp,conveyance charge etc complete. (MoRTH 55.23 Modified)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
RISHIN K.A. (BID ID -2380501)
Bidder Name
RISHIN K.A.
AKHIL K M
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