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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.3 LAccepted-AOC ABHISHEK JIDISABHARM KAZHIVOOS MORAPPABM KARJAMKULAM | CUDDALORE | TAMIL NADU | 608703 | ₹40.3 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹41.0 L+₹74,741.37 (1.86%)Rejected-AOC | ₹41.0 L+₹74,741.37 (1.86%) | L2 | Rejected-AOC Second |
| Sl No | Description | Qty | Unit | ABHISHEK J L1 | SUNILKUMAR N L2 |
|---|---|---|---|---|---|
| 1.00MADANNADA DEVI TEMPLE ROAD | |||||
| 1.00 | OD299401/2025-2026: :surface dressing of the ground in A ll kinds of soil including removing
vegitation and in -equalities not exceeeding 15cm deep and disdposal of rubbish ,lead up to 50m and lift up | 369.6 | 1 sqm | 36.43 ₹13,464.53 Lowest | 37.1 ₹13,712.16 |
| 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. | 73.5 | cum | 2,462.66 ₹1,81,005.51 Lowest | 2,508.3 ₹1,84,360.05 |
| 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) | 58.8 | cum | 9,482.98 ₹5,57,599.22 Lowest | 9,659 ₹5,67,949.2 |
| 1.00 | OD417999/2025-2026:Supplying and fixing Name Board of size 75X60 installed in the appropriate place visible to public made of brick wall with granite plague should be inserted and engraving letters etc as per direction | 1 | each | 5,088.61 ₹5,088.61 Lowest | 5,183 ₹5,183 |
| 2.00MARANKODU NETTATHARA ROAD | |||||
| 2.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 900 | sqm | 15.36 ₹13,824 Lowest | 15.6 ₹14,040 |
| 2.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 990 | sqm | 284.02 ₹2,81,179.8 Lowest | 289.7 ₹2,86,803 |
| 2.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 840 | sqm | 15.87 ₹13,330.8 Lowest | 16.16 ₹13,574.4 |
| 2.00 | 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) | 126 | cum | 9,482.98 ₹11,94,855.48 Lowest | 9,658.8 ₹12,17,008.8 |
Tender Value
₹41.1 L
EMD Value
₹50,000
Closing Date
7 Mar 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayath
LACADS Attingal Municipality Madannada Devi Temple road Marankodu Nettathara roadKollampuzhaKottappuram roadThachoorkunnu Temple KochuvilaMarankodu
2026_LSGD_839083_16
32/HD/EE/LSGD/TVM/25-26
Open Tender
Civil Works - Roads
Item Rate
Pattom
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
8 Sept 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
7 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MADANNADA DEVI TEMPLE ROAD | |||||
| 1.001 | OD299401/2025-2026: :surface dressing of the ground in A ll kinds of soil including removing
vegitation and in -equalities not exceeeding 15cm deep and disdposal of rubbish ,lead up to 50m and lift up | 369.6 | 1 sqm | - | - |
| 1.002 | 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. | 73.5 | 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) | 58.8 | cum | - | - |
| 1.004 | OD417999/2025-2026:Supplying and fixing Name Board of size 75X60 installed in the appropriate place visible to public made of brick wall with granite plague should be inserted and engraving letters etc as per direction | 1 | each | - | - |
| 2MARANKODU NETTATHARA ROAD | |||||
| 2.001 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 900 | sqm | - | - |
| 2.002 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 990 | sqm | - | - |
| 2.003 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 840 | sqm | - | - |
| 2.004 | 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) | 126 | cum | - | - |
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