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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹7.6 L+₹342.67 (0.05%)Rejected-AOC | L2 | Rejected-AOC Second lowest |
| Sl No | Description | Qty | Unit | AJAYKUMAR K L1 | DEEPTI AJAYKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Interlocking of Roads in the Vinayaka in Avinissery G P | |||||
| 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 | 0.88 | cum | 441.5 ₹388.96 Lowest | 442 ₹389.4 |
| 1.00 | 3.8.1:Excavation in ordinary Rock by manual means <br> 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. | 68.3 | cum | 686.74 ₹46,904.34 Lowest | 687 ₹46,922.1 |
| 1.00 | OD50435/2025-2026: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) | 13.36 | cum | 331.76 ₹4,431.32 Lowest | 332 ₹4,434.52 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 66.14 | cum | 68.57 ₹4,535.22 Lowest | 69 ₹4,563.66 |
| 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. | 47.12 | cum | 2,484.07 ₹1,17,039.44 Lowest | 2,490 ₹1,17,318.84 |
| 1.01 | OD50434/2025-2026:Interlocking concrete block pavement Providing and laying of interlocking concrete block
pavement having thickness 80mm as per drawings and Technical specifications clause1504 | 295.5 | sqm | 1,193.43 ₹3,52,658.57 | 1,193 ₹3,52,531.5 Lowest |
| 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) | 10.15 | cum | 9,554.21 ₹97,013.45 Lowest | 9,555 ₹97,021.47 |
| 1.01 | OD51421/2025-2026:Supplying and fixing 18mm thick granite board of any color including lettering , labour for fixing carriage etc complete. | 0.68 | sqm | 6,693.48 ₹4,518.1 Lowest | 6,700 ₹4,522.5 |
| 2.00Side protection of last portion | |||||
Tender Value
₹7.6 L
EMD Value
₹18,972
Closing Date
17 Jul 2025, 6:00 pmClosed
Aneesh C M
BLOCK PANCHAYATH OFFICE ,CHERPU
MP-LADS-2025-26 Interlocking of roads in the Sree Vinayaka Road Ward 12 of Avinissery GP-in Cherpu BP-General Civil Work
2025_CRD_775265_1
LSGD/CELSGD/23170/2025-2026
Open Tender
Civil Works - Roads
Item Rate
300 days
BLOCK PANCHAYATH OFFICE, CHERPU
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,675
Yes
₹18,972
Yes
22 Sept 2025
8 Jul 2025
18 Jul 2025
8 Jul 2025
17 Jul 2025
8 Jul 2025
Amount
Interlocking of Roads in the Vinayaka in Avinissery G P
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
3.8.1:Excavation in ordinary Rock by manual means <br> 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.
OD50435/2025-2026: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<br> (ii) Compacting original ground supporting subgrade<br> 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.
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.
OD50434/2025-2026:Interlocking concrete block pavement Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and Technical specifications clause1504
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)
OD51421/2025-2026:Supplying and fixing 18mm thick granite board of any color including lettering , labour for fixing carriage etc complete.
Side protection of last portion
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
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
OD51400/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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
OD55243/2025-2026:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) (modification of 10.28)
DEEPTI AJAYKUMAR (BID ID -2253070)
Bidder Name
AJAYKUMAR K
DEEPTI AJAYKUMAR
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