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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | VENUGOPALAN P L1 | Sainudheen contractor L3 | SASIDHARAN.K L2 |
|---|---|---|---|---|---|---|
| 1.00road concrete | ||||||
| 1.00 | OD145376/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds
of soil | 121.5 | per sqm | 34.17 ₹4,151.66 | 36.02 ₹4,375.82 | 34.91 ₹4,241.87 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 12.6 | cum | 50.83 ₹640.46 | 53.57 ₹674.94 | 51.93 ₹654.28 |
| 1.00 | 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. | 90 | sqm | 14.88 ₹1,339.20 | 15.69 ₹1,412.08 | 15.21 ₹1,368.86 |
| 1.00 | OD36941/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 25.2 | cum | 2,177.76 ₹54,879.55 | 2,294.85 ₹57,830.13 | 2,224.6 ₹56,059.82 |
| 1.00 | OD37309/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504. | 211.41 | sqm | 976.3 ₹2.1 L | 1,028.79 ₹2.2 L | 997.3 ₹2.1 L |
| 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) | 9.29 | cum | 8,885.41 ₹82,501.03 | 9,363.13 ₹86,936.62 | 9,076.5 ₹84,275.30 |
| 1.01 | OD36940/2025-2026: Engraving letters in hard stone for granite 100X75 cm size name board for inauguration (including granite board & lettering)Erecting and fixing charges etc.... | 1 | each | 4,555.3 ₹4,555.30 | 4,800.22 ₹4,800.22 | 4,653.27 ₹4,653.27 |
Tender Value
₹4.5 L
EMD Value
₹11,250
Closing Date
28 Jan 2026, 4:00 pmClosed
CHANDRADASAN K K
SECRETARY, THRITHALA BP
MPLADS - Nalppalam Vadakkumuri road Anakkara GP
2026_CRD_829161_1
B-1700/23
Open Tender
Civil Works - Roads
120 days
ANAKKARA GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹995
Yes
₹11,250
Yes
20 Feb 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
road concrete
OD145376/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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.
OD36941/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
OD37309/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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)
OD36940/2025-2026: Engraving letters in hard stone for granite 100X75 cm size name board for inauguration (including granite board & lettering)Erecting and fixing charges etc....
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