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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹3.3 LAccepted-AOC | L2 | Accepted-AOC L1 | |
| 2 | L2₹3.4 LRejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Shahaz Yasar Jinose L1 | Pavithran P L2 |
|---|---|---|---|---|---|
| 1.00FOOTPATH INTERLOCK | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 43.69 | cum | 130 ₹5,680.22 Lowest | 425.1 ₹18,574.32 |
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 0.66 | cum | 150 ₹99 Lowest | 402.14 ₹265.41 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 43.69 | cum | 40 ₹1,747.76 Lowest | 62.54 ₹2,732.62 |
| 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. | 65.54 | cum | 50 ₹3,277.05 Lowest | 60.71 ₹3,978.99 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 23.62 | cum | 130 ₹3,071.25 Lowest | 585.66 ₹13,836.22 |
| 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. | 25.15 | cum | 1,700 ₹42,749.9 Lowest | 2,199.17 ₹55,302.53 |
| 1.01 | OD252038/2025-2026:OD1400573/2021_2022 Interlocking concrete block pavement providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and Technical specification Clause 1504.Bedding with 6mmaggregate and filling joints with sand.Sand as per Table 1500.5 Bed=60.00x3.75x0.03=6.75cum Joints=60x0.08x0.1=0.48 | 233.45 | sqm | 1,100 ₹2,56,795 | 950.58 ₹2,21,912.9 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) | 2.7 | cum | 7,800 ₹21,091.2 Lowest | 8,453.41 ₹22,858.02 |
Tender Value
₹3.6 L
EMD Value
₹8,952
Closing Date
23 Feb 2026, 6:00 pmClosed
PRIYA R NAIR
LID EW SECTION CHIRAKKAL GP
CHIRAKKAL GP PR-NO- 96/2025-26-INTERLOCK FOR FOOTPATH IN FRONT OF PARAPPIL KSHETRAM RETENDER
2026_LSGD_835247_12
AE/LIDEW/CKL/06/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
CHIRAKKAL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹790
Yes
₹8,952
Yes
23 May 2026
13 Feb 2026
25 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
FOOTPATH INTERLOCK
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry
2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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.
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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. (ii) Using Gravel mix soil.
OD252038/2025-2026:OD1400573/2021_2022 Interlocking concrete block pavement providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and Technical specification Clause 1504.Bedding with 6mmaggregate and filling joints with sand.Sand as per Table 1500.5 Bed=60.00x3.75x0.03=6.75cum Joints=60x0.08x0.1=0.48
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)
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