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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC AOC |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | sakkir.ok L2 | WAYANAD MINING AND MARAMATH WORKERS (WORKSHOP) INDUSTRIAL CO OPERATIVE SOCIETY L1 |
|---|---|---|---|---|---|
| 1.00RETAINING WALL | |||||
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 6.48 | cum | 2,372 ₹15,370.56 | 2,253 ₹14,599.44 Lowest |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 18.45 | cum | 240 ₹4,428 | 228 ₹4,206.6 Lowest |
| 1.00 | OD428514/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 136.26 | cum | 3,470 ₹4,72,822.2 Lowest | 3,540 ₹4,82,360.4 |
| 1.00 | OD429663/2025-2026:DRY RUBBLE MASONRY DEPARTMENTAL _ Dry rubble without concrete levelling course masonry with Departmental rubble including packing to compactness to lines and levels, complete as per direction of Departmental officers at site | 3.24 | cum | 1,600 ₹5,184 | 1,520 ₹4,924.8 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 22.5 | sqm | 712 ₹16,020 | 676 ₹15,210 Lowest |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.62 | cum | 9,780 ₹94,034.7 | 9,299 ₹89,409.89 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 528.83 | kilogram | 104 ₹54,997.8 | 98 ₹51,824.85 Lowest |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 75.6 | sqm | 373 ₹28,198.8 | 354 ₹26,762.4 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 27.68 | cum | 297 ₹8,219.48 | 282 ₹7,804.35 Lowest |
Tender Value
₹8.4 L
EMD Value
₹21,078
Closing Date
9 Feb 2026, 5:00 pmClosed
Executive Engineer
Office of the executive engineer LID and EW Division Wayanad DP
Annual Plan-2025-26- Wayanad DP - Pr No. 561/26-GHSS Meppadi Maintenance - Meppadi GP-1000000/--General Civil Work
2026_LSGD_831759_12
D2-2374/2025(12)
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kalpetta
Please refer in tender document
7 documents required · 7 mandatory
₹1,860
Yes
₹21,078
Yes
7 Sept 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETAINING WALL | |||||
| 1.001 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 6.48 | cum | - | - |
| 1.002 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 18.45 | cum | - | - |
| 1.003 | OD428514/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 136.26 | cum | - | - |
| 1.004 | OD429663/2025-2026:DRY RUBBLE MASONRY DEPARTMENTAL _ Dry rubble without concrete levelling course masonry with Departmental rubble including packing to compactness to lines and levels, complete as per direction of Departmental officers at site | 3.24 | cum | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 22.5 | sqm | - | - |
| 1.006 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.62 | cum | - | - |
| 1.007 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 528.83 | kilogram | - | - |
| 1.008 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 75.6 | sqm | - | - |
| 1.009 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 27.68 | cum | - | - |
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