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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC THOTTIYIL CHITHARI RAVANESHWARAM | KERALA | ₹3.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | M CHANDRAN L4 | AJAYAN PONNAN L5 | AJITH KUMAR M L2 | abdul gafoor m L3 | SUKESH M L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Compound wall &Interlock | ||||||||
| 1.00 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 12 | cum | 603.28 ₹7,239.36 | 600 ₹7,200 | 590.46 ₹7,085.52 | 599.92 ₹7,199.04 | 565.37 ₹6,784.44 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 29.35 | cum | 297.8 ₹8,740.43 | 300 ₹8,805 | 291.47 ₹8,554.64 | 296.13 ₹8,691.42 | 279.09 ₹8,191.29 |
| 1.00 | OD281275/2025-2026:Laterite masonry with departmental Laterite stones of size 35x20x20cm in cement mortar 1:6 for foundation and basement o including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 11.48 | cum | 3,042.05 ₹34,922.73 | 4,950 ₹56,826 | 2,977.42 ₹34,180.78 | 2,625.3 ₹30,138.44 | 2,850.89 ₹32,728.22 |
| 1.00 | OD281278/2025-2026:Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 14.4 | cum | 5,065.85 ₹72,948.24 | 5,600 ₹80,640 | 4,958.2 ₹71,398.08 | 5,037.08 ₹72,533.95 | 4,747.51 ₹68,364.14 |
| 1.00 | OD480342/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 197.5 | sqm | 1,020.68 ₹2.0 L | 900 ₹1.8 L | 998.99 ₹2.0 L | 1,036.99 ₹2.0 L | 956.54 ₹1.9 L |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.72 | cum | 7,646.02 ₹5,512.78 | 7,700 ₹5,551.70 | 7,483.54 ₹5,395.63 | 7,603.44 ₹5,482.08 | 7,165.54 ₹5,166.35 |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 309.4 | kilogram | 96.6 ₹29,888.04 | 92 ₹28,464.80 | 94.54 ₹29,250.68 | 96.06 ₹29,720.96 | 90.53 ₹28,009.98 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 37.2 | sqm | 306.11 ₹11,387.29 | 300 ₹11,160 | 299.63 ₹11,146.24 | 304.4 ₹11,323.68 | 286.87 ₹10,671.56 |
Tender Value
₹4.2 L
EMD Value
₹10,574
Closing Date
3 Mar 2026, 1:00 pmClosed
Sumisha K K
Office of the Assistant Engineer, LIDEW Section, Ajanur Grama Panchayat
455/25-26-Interlock and Compound wall for Ajanur PHC
2026_LSGD_837984_22
08/2025-26/AE/LSGD/AJR
Open Tender
Civil Works - Others
Ajanur Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,230
Yes
₹10,574
Yes
25 Apr 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
Compound wall &Interlock
15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD281275/2025-2026:Laterite masonry with departmental Laterite stones of size 35x20x20cm in cement mortar 1:6 for foundation and basement o including all cost of materials, labour charges etc. (Modified 50.6.7.1)
OD281278/2025-2026:Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
OD480342/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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