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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.3 LAccepted-AOC | ₹3.3 L | 1 | Accepted-AOC AWARDED |
| 2 | 2₹4.1 LRejected-Finance ELAYEDATH HOUSE PANNIKKODE MUKKAM P O KOZHIKKODE DIST | MUKKAM | KOZHIKODE | KERALA | ₹4.1 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SUMOD A P L2 | SIVADASAN K P L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE FROM CH:0/120 | |||||
| 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. | 51 | cum | 61 ₹3,111 | 49.6 ₹2,529.60 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 2.4 | cum | 392 ₹940.80 | 319 ₹765.60 |
| 1.00 | OD438436/2025-2026:(Modified Spec: of 4.11.2, Without Wheel Roller) 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 manually compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 25.5 | cum | 2,255 ₹57,502.50 | 1,678.7 ₹42,806.85 |
| 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) | 38.61 | cum | 8,520 ₹3.3 L | 6,909.5 ₹2.7 L |
| 1.00 | OD438437/2025-2026:Providing And Laying Non-Pressure NP2 Class (Light Duty) RCC Pipes With Collar Jointed With Stiff Mixture of Cement Mortar in The Proportion of 1:2 (1 Cement : 2 Fine Sand ) including Testing of Joints ,As directed by the Officers in Site, Including all Cost of Material, Conveyance, Labour etc Complete, For 300 mm Dia RCC NP2 Pipe | 15 | metre | 1,150 ₹17,250 | 1,179.2 ₹17,688 |
| 1.01 | OD438438/2025-2026:Supplying And Fixing Name Board, With Granite Stone,Square or Rectangular Shape Suitable to Fixing Place,Minimum 0.50 Sqm To Maximum 0.60 Sqm, Fixed at Site with Cement Mortar 1:4, 12 mm Thick, And Permanantly Engraving The Details of Work on the Stone with good Paint,as directed by the Officers, Including all Cost of Material, Conveyance, Labour etc Complete | 1 | each | 3,400 ₹3,400 | 2,674.3 ₹2,674.30 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
5 Feb 2026, 1:15 pmClosed
SECRETARY
Block Panchayath Kunnamangalam
PazhamparambuChalilppilavil Road Kodiyathur GP
2026_CRD_831706_1
D/4581169/2025
Open Tender
Civil Works - Roads
180 days
Kodiyathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,592
Yes
5 May 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
ROAD CONCRETE FROM CH:0/120
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.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD438436/2025-2026:(Modified Spec: of 4.11.2, Without Wheel Roller) 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 manually compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
OD438437/2025-2026:Providing And Laying Non-Pressure NP2 Class (Light Duty) RCC Pipes With Collar Jointed With Stiff Mixture of Cement Mortar in The Proportion of 1:2 (1 Cement : 2 Fine Sand ) including Testing of Joints ,As directed by the Officers in Site, Including all Cost of Material, Conveyance, Labour etc Complete, For 300 mm Dia RCC NP2 Pipe
OD438438/2025-2026:Supplying And Fixing Name Board, With Granite Stone,Square or Rectangular Shape Suitable to Fixing Place,Minimum 0.50 Sqm To Maximum 0.60 Sqm, Fixed at Site with Cement Mortar 1:4, 12 mm Thick, And Permanantly Engraving The Details of Work on the Stone with good Paint,as directed by the Officers, Including all Cost of Material, Conveyance, Labour etc Complete
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