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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | ₹3.6 L | L1 | Accepted-AOC agt executed |
| 2 | L2₹3.8 L+₹23,137.89 (6.51%)Rejected-Finance | ₹3.8 L+₹23,137.89 (6.51%) | L2 | Rejected-Finance l2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | M/s KOLLAM CORPORATION LABOUR CONTRACT CO OPERATIVE SOCIETY LTD. Q.1291 L6 | SACHIN KUMAR V S L1 | MUHAMMED RAFI L5 | NOUSHAD.S L3 | T VIJAYAKUMAR L7 | Sunil K L8 | azahrudeen L2 | KOTTIYAM INFRASTRUCTURE DEVELOPERS AND LABOUR CONTRACT CO OPERATIVE SOCIETY LTD Q 1754 L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00interlock | |||||||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 237 | sqm | 48.87 ₹11,582.19 | 42.77 ₹10,136.49 Lowest | 47.4 ₹11,233.8 | 45.76 ₹10,845.12 | 49.23 ₹11,667.51 | 51.02 ₹12,091.74 | 45.5 ₹10,783.5 | 46 ₹10,902 |
| 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 | 47.4 | cum | 422.93 ₹20,046.88 | 370.15 ₹17,545.11 Lowest | 410.15 ₹19,441.11 | 395.98 ₹18,769.45 | 426 ₹20,192.4 | 441.5 ₹20,927.1 | 394.3 ₹18,689.82 | 402 ₹19,054.8 |
| 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. (ii) Using Gravel mix soil. | 21.1 | cum | 2,379.61 ₹50,209.77 | 2,082.62 ₹43,943.28 Lowest | 2,307.7 ₹48,692.47 | 2,227.96 ₹47,009.96 | 2,396.88 ₹50,574.17 | 2,484.07 ₹52,413.88 | 2,218.5 ₹46,810.35 | 2,260 ₹47,686 |
| 1.00 | OD374250/2025-2026:od1609836/2021_2022
Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M30
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a
compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of
Engineer-
in-charge | 229 | sqm | 1,037.64 ₹2,37,619.56 | 908.12 ₹2,07,959.48 Lowest | 1,006.27 ₹2,30,435.83 | 971.5 ₹2,22,473.5 | 1,045.16 ₹2,39,341.64 | 1,083.18 ₹2,48,048.22 | 967.3 ₹2,21,511.7 | 986 ₹2,25,794 |
| 1.00 | OD374256/2025-2026:Bearm concrete without form work providing plain cement concrete for road work cc 1:2:4 course agrigate laid to required slop and camber in panels @ 3m c/c ) as required including compaction , finishing and tamping etc complete max size of course agrigate not exceeding 25mm mixed in concrete mixer etc complete asper specification (modified 75.8.1 | 9.81 | cum | 8,809.24 ₹86,418.64 | 7,709.77 ₹75,632.84 Lowest | 8,543.01 ₹83,806.93 | 8,247.81 ₹80,911.02 | 8,873.14 ₹87,045.5 | 9,195.92 ₹90,211.98 | 8,212 ₹80,559.72 | 8,368 ₹82,090.08 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
4 Mar 2026, 6:00 pmClosed
SE, Kollam municipal corporation
SE, Kollam municipal corporation
Project no SO 1476/26 DIV-53 VELLAYITTAMBALAM MANJAVIL ROAD ILANKATH TEMPLE SOUTHSIDE ROAD INTERLOCKING
2026_LSGD_839804_2
PC4/16546/25
Open Tender
Civil Works - Roads
Item Rate
180 days
Kollam Municipla Corporation
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,592
Yes
29 Jun 2026
24 Feb 2026
6 Mar 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
24 Feb 2026 - 4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1interlock | |||||
| 1.001 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | OD374250/2025-2026:od1609836/2021_2022
Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M30
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a
compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of
Engineer-
in-charge | - | sqm | - | - |
| 1.005 | OD374256/2025-2026:Bearm concrete without form work providing plain cement concrete for road work cc 1:2:4 course agrigate laid to required slop and camber in panels @ 3m c/c ) as required including compaction , finishing and tamping etc complete max size of course agrigate not exceeding 25mm mixed in concrete mixer etc complete asper specification (modified 75.8.1 | - | cum | - | - |
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