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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.3 LAccepted-AOC BATHEL HOUSE THINAVILA THIRUVALLOM PO THIRUVANANTHAPURAM 695 027 | THIRUVANANTHAPURAM | KERALA | 695027 | L1 | Accepted-AOC lowest | |
| 2 | L2₹89.3 L+₹557.46 (<0.01%)Rejected-AOC | L2 | Rejected-AOC second |
| Sl No | Description | Qty | Unit | Surendran B L1 | SEENA P S L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 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. | 612 | sqm | 52.1 ₹31,885.2 Lowest | 52.15 ₹31,915.8 |
| 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. | 80 | cum | 67 ₹5,360 Lowest | 67 ₹5,360 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 104.1 | cum | 9,775 ₹10,17,577.5 Lowest | 9,776 ₹10,17,681.6 |
| 1.00 | OD124402/2025-2026:Surface dressing of the ground including removing vegetation and in-qualities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 2,488 | 1 sqm | 36.4 ₹90,563.2 Lowest | 36.41 ₹90,588.08 |
| 1.00 | OD136150/2025-2026:Filling up low lying and water logged areas with local material / quarry muck, spreading in layer, leveling the top at site and consolidation by ramming , etc complete | 9 | cum | 948.4 ₹8,535.6 Lowest | 948.43 ₹8,535.87 |
| 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) | 335.64 | cum | 9,766 ₹32,77,860.24 Lowest | 9,766 ₹32,77,860.24 Lowest |
| 1.01 | OD172753/2025-2026: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. | 101.72 | cum | 339 ₹34,483.08 Lowest | 339.13 ₹34,496.3 |
| 2.00ROAD RETARRING | |||||
| 2.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 1,147.32 | sqm | 315.2 ₹3,61,635.26 Lowest | 315.2 ₹3,61,635.26 Lowest |
Tender Value
₹89.3 L
EMD Value
₹50,000
Closing Date
14 Mar 2026, 9:00 amClosed
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayat
Road
2026_LSGD_839083_38
32/HD/EE/LSGD/TVM/25-26
Open Tender
Civil Works - Roads
Item Rate
90 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
13 Jul 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
14 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 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 | 3.5.2: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. | - | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.004 | OD124402/2025-2026:Surface dressing of the ground including removing vegetation and in-qualities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | - | 1 sqm | - | - |
| 1.005 | OD136150/2025-2026:Filling up low lying and water logged areas with local material / quarry muck, spreading in layer, leveling the top at site and consolidation by ramming , etc complete | - | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | OD172753/2025-2026: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. | 1 | cum | - | - |
| 2ROAD RETARRING | |||||
| 2.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 1 | sqm | - | - |
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