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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹4.6 L+₹8,161.65 (1.79%)Rejected-AOC | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | REJI T.A L2 | AJAYKUMAR K L1 |
|---|---|---|---|---|---|
| 1.00Interlocking of Lakshmika Road | |||||
| 1.002.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | |||||
| 1.00 | OD30435/2025-2026:Specification code: 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (reference2.25) | 13.72 | cum | 321 ₹4,405.73 Lowest | 330 ₹4,529.25 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 66.96 | cum | 66 ₹4,419.36 | 65 ₹4,352.4 Lowest |
| 1.00 | 3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 3.72 | cum | 666 ₹2,477.52 Lowest | 680 ₹2,529.6 |
| 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 | 0.97 | cum | 428 ₹417.3 Lowest | 440 ₹429 |
| 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. | 42.51 | cum | 2,410 ₹1,02,439.46 Lowest | 2,450 ₹1,04,139.7 |
| 1.01 | 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) | 4.78 | cum | 9,268 ₹44,310.31 Lowest | 9,500 ₹45,419.5 |
| 1.01 | OD31329/2025-2026:Interlocking concrete block pavement Providing and laying of interlocking concrete block
pavement having thickness 80mm as per drawings and Technical specifications clause1504 | 252 | sqm | 1,193 ₹3,00,636 | 1,150 ₹2,89,800 Lowest |
| 1.01 | OD30290/2025-2026:Supplying and fixing 18mm thick granite board of any color including lettering , labour for fixing carriage etc complete. | 0.68 | sqm | 6,690 ₹4,515.75 | 6,500 ₹4,387.5 Lowest |
Tender Value
₹4.7 L
EMD Value
₹11,720
Closing Date
15 Jul 2025, 5:00 pmClosed
Aneesh C M
BLOCK PANCHAYATH OFFICE ,CHERPU
MP-LADS- 2025-26 Interlocking of roads in the Lakshmika Road - Ward 6 of Avinissery G P-in Cherpu BP-General Civil Work
2025_CRD_775102_1
LSGD/CELSGD/23163/2025-2026
Open Tender
Civil Works - Roads
Item Rate
300 days
BLOCK PANCHAYATH OFFICE, CHERPU
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,035
Yes
₹11,720
Yes
17 Sept 2025
8 Jul 2025
17 Jul 2025
8 Jul 2025
15 Jul 2025
8 Jul 2025
Amount
Interlocking of Lakshmika Road
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
OD30435/2025-2026:Specification code: 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (reference2.25)
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
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
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.
75.8.1.1: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)
OD31329/2025-2026:Interlocking concrete block pavement Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and Technical specifications clause1504
OD30290/2025-2026:Supplying and fixing 18mm thick granite board of any color including lettering , labour for fixing carriage etc complete.
REJI T.A (BID ID -2250637)
Bidder Name
REJI T.A
AJAYKUMAR K
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