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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | ₹4.8 L | L1 | Accepted-AOC COUNCIL ACCEPTED |
| 2 | L2₹5.0 L+₹17,003.97 (3.54%)Rejected-Finance | ₹5.0 L+₹17,003.97 (3.54%) | L2 | Rejected-Finance COUNCIL REJECTED |
| Sl No | Description | Qty | Unit | E.K.Sathyajith L2 | P.SUNILKUMAR L1 |
|---|---|---|---|---|---|
| 1.00RENOVATION | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 14.18 | cum | 349.5 ₹4,954.16 | 330 ₹4,677.75 Lowest |
| 1.00 | OD470669/2024-2025:( Ref.Spec.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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 7.2 | cum | 7,305.7 ₹52,601.04 | 7,118 ₹51,249.6 Lowest |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 15.6 | cum | 7,426.8 ₹1,15,858.08 | 7,250 ₹1,13,100 Lowest |
| 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. <br>(ii) Using Gravel mix soil. | 18 | cum | 2,187.58 ₹39,376.44 | 2,130 ₹38,340 Lowest |
| 1.00 | OD470691/2024-2025:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 248 | sqm | 1,146.7 ₹2,84,381.6 | 1,100 ₹2,72,800 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
17 Mar 2025, 2:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT EXECUTIVE ENGINEER GURUVAYUR MUNICIPALITY
AMRUT RENOVATION OF CHAKKAMKANDAN PALAYUR ROAD WARD 11 WARD 11 GURUVAYUR MUNICIPALITY General Civil Work
2025_LSGD_748508_5
Etdr 24/2025
Open Tender
Civil Works - Roads
Item Rate
240 days
GURUVAYUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,125
Yes
₹12,711
Yes
7 Sept 2026
11 Mar 2025
18 Mar 2025
11 Mar 2025
17 Mar 2025
11 Mar 2025
Amount
RENOVATION
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD470669/2024-2025:( Ref.Spec.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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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. <br>(ii) Using Gravel mix soil.
OD470691/2024-2025:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23)
E.K.Sathyajith (BID ID -2159120)
Bidder Name
E.K.Sathyajith
P.SUNILKUMAR
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