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| Sl No | Description | Qty | Unit | SALY.P.J L1 | BAIJU V S L2 |
|---|---|---|---|---|---|
| 1.00Road Construction | |||||
| 1.00 | OD163689/2025-2026:Filling with Quarry muck- Filling up low lying and water logged areas with local
material/quarry muck, spreading in layer, levelling up top at site and consolidation by ramming
etc. complete. | 9.4 | cum | 1,800.83 ₹16,936.81 Lowest | 1,895.61 ₹17,828.21 |
| 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 | 13.2 | cum | 3,297.83 ₹43,531.36 Lowest | 3,471.4 ₹45,822.48 |
| 1.00 | OD92865/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc.all complete as per the direction of Engineer-in-charge using departmental materials | 120 | sqm | 1,146.41 ₹1,37,569.2 Lowest | 1,206.74 ₹1,44,808.8 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.84 | cum | 9,076.49 ₹16,673.51 Lowest | 9,554.2 ₹17,551.07 |
| 1.00 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.54 | sqm | 4,943.14 ₹2,669.3 Lowest | 5,203.31 ₹2,809.79 |
Tender Value
₹2.2 L
EMD Value
₹5,500
Closing Date
25 Aug 2025, 4:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LIDEW Section, Chendamangalam
Project No. 130/25-26 - Edans Road Construction in Ward 1 of Chendamangalam GP
2025_LSGD_787628_6
02/TENDER/AE/LIDEW/CHM/25-26
Open Tender
Civil Works - Roads
Item Rate
Chendamangalam GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
Yes
₹5,500
Yes
16 Sept 2025
18 Aug 2025
27 Aug 2025
18 Aug 2025
25 Aug 2025
18 Aug 2025
Amount
Road Construction
OD163689/2025-2026:Filling with Quarry muck- Filling up low lying and water logged areas with local material/quarry muck, spreading in layer, levelling up top at site and consolidation by ramming etc. complete.
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
OD92865/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc.all complete as per the direction of Engineer-in-charge using departmental materials
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
BAIJU V S (BID ID -2304660)
Bidder Name
SALY.P.J
BAIJU V S
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