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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical LID EW SECTION AREEKODE | KANNUR | KERALA | 670002 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHIHABUDHEEN L2 | MOHAMMED BASHEER K K L1 |
|---|---|---|---|---|---|
| 1.00Thodu Protection | |||||
| 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 | 14.49 | cum | 316.9 ₹4,591.88 | 313.86 ₹4,547.83 |
| 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 | 11.5 | cum | 226.95 ₹2,609.93 | 224.77 ₹2,584.86 |
| 1.00 | OD471436/2025-2026: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 | 44.85 | cum | 3,518.05 ₹1,57,784.54 | 3,484.3 ₹1,56,270.86 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 9.2 | sqm | 340.18 ₹3,129.66 | 336.92 ₹3,099.66 |
| 1.00 | 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) | 10.4 | cum | 8,136.44 ₹84,618.98 | 8,058.39 ₹83,807.26 |
| 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 | 1,152.72 | kilogram | 99.04 ₹1,14,165.39 | 98.09 ₹1,13,070.3 |
| 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) | 2.14 | cum | 9,240.09 ₹19,792.27 | 9,151.46 ₹19,602.43 |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 55.2 | sqm | 352.8 ₹19,474.56 | 349.41 ₹19,287.43 |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
25 Feb 2026, 9:00 amClosed
AEE Vengara BP
Office of the Assistant Executive Engineer, LID EW Sub division, Vengara Block Panchayat
Annual Plan-Vengara BP 96-2025-26 Protection work of Areethodu Pottanithodu-AR Nagar GP-General Civil Work
2026_LSGD_835963_16
4/AEE/VGA/TN/2025-26-1
Open Tender
Civil Works - Others
Vengara BP
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
Yes
₹10,587
Yes
Vengara BP
25 Jun 2026
13 Feb 2026
25 Feb 2026
13 Feb 2026
25 Feb 2026
13 Feb 2026
13 Feb 2026
Thodu Protection
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
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
OD471436/2025-2026: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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
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
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)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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