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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 LAccepted-Finance HOUSE NO 10 PALLIKULAM THRIKKAKARA KERALA INDIA | ERNAKULAM | KERALA | 680667 | ₹3.6 L | 1 | Accepted-Finance LOWEST QUOTED |
| 2 | 2₹3.8 LAccepted-Finance MAKAYIRAM KIDANGAYAM NORTH ALAPPAD GRAMA PANCHAYATHU | KOTTAYAM | KERALA | 686102 | ₹3.8 L | 2 | Accepted-Finance SECOND LOWEST QUOTED |
| 3 | 3₹4.0 LAccepted-Finance | ₹4.0 L | 3 | Accepted-Finance THIRD LOWEST QUOTED |
| 4 | 4₹4.2 LAccepted-Finance | ₹4.2 L | 4 | Accepted-Finance FOURTH LOWEST QUOTED |
| Sl No | Description | Qty | Unit | POKKATTU DEVELOPERS OPC PVT LTD L4 | ANILKUMAR P L2 | RADHAKRISHNAN V L1 | Navas N L3 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of road concrete | |||||||
| 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. | 198 | sqm | 19 ₹3,762 | 14.43 ₹2,857.14 | 13.85 ₹2,742.30 | 15.23 ₹3,015.54 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 23.76 | cum | 2,700 ₹64,152 | 3,007.76 ₹71,464.38 | 2,887.27 ₹68,601.54 | 3,174.66 ₹75,429.92 |
| 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) | 34.65 | cum | 10,050 ₹3.5 L | 8,617.9 ₹3.0 L | 8,272.64 ₹2.9 L | 9,096.08 ₹3.2 L |
| 1.00 | 10.3.A.1:Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> 1 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.9 | sqm | 4,000 ₹3,600 | 7,386.49 ₹6,647.84 | 6,920 ₹6,228 | 7,798.31 ₹7,018.48 |
Tender Value
₹4.2 L
EMD Value
₹10,531
Closing Date
21 Mar 2026, 6:00 pmClosed
Block Development Officer
Block Development Office
MPLADS-2025-26 Construction of Cheenitharamukku Valiyath GMLPS Road Middle Portion concrete ward 3 Memana North, Oachira GP, Oachira Block -General civil work
2026_CRD_846813_1
22/2026
Open Tender
Civil Works - Roads
Oachira Block Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,531
Yes
7 May 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
Construction of road concrete
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
10.3.A.1:Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> 1 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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