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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.2 LAccepted-AOC | 1 | Accepted-AOC Agreement executed on 18.06.2025 | |
| 2 | 2₹9.3 L+₹12,710.50 (1.39%)Rejected-Finance | 2 | Rejected-Finance Higher rate. hence rejected |
| Sl No | Description | Qty | Unit | B UDAYAKUMAR L1 | SHIBU S V L2 |
|---|---|---|---|---|---|
| 1.00Construction of side protection wall | |||||
| 1.00 | OD39428/2024-2025:
Putting up ring bund and bailing out water during the course of construction by engaging man coolies and
removing the bund after the completion of work as directed by the departmental officers at site | 18 | each | 949.09 ₹17,083.62 Lowest | 962.28 ₹17,321.04 |
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 131.31 | cum | 231.15 ₹30,351.15 Lowest | 234.36 ₹30,772.64 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 15.88 | cum | 2,814.99 ₹44,702.04 Lowest | 2,854.08 ₹45,322.79 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 19.85 | cum | 7,360.07 ₹1,46,097.39 Lowest | 7,462.29 ₹1,48,126.46 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 5.43 | cum | 7,956.95 ₹43,230.11 Lowest | 8,067.47 ₹43,830.56 |
| 1.01 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 55.92 | cum | 7,788.03 ₹4,35,545.58 Lowest | 7,896.2 ₹4,41,594.99 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 172.24 | sqm | 774.58 ₹1,33,409.79 Lowest | 785.33 ₹1,35,261.31 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 5.92 | sqm | 881.01 ₹5,219.98 Lowest | 893.25 ₹5,292.51 |
| 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 | 0.86 | cum | 9,811.94 ₹8,467.7 Lowest | 9,948.22 ₹8,585.31 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
4 Apr 2025, 4:00 pmClosed
Assistant Executive Engineer, Minor Irrigation Sub
Office of the Assistant Executive Engineer, Minor Irrigation Sub Division, Attingal Pin 695101
GENERAL- -Construction of sidewall to Kanjiramoodu ayiravalli thodu in Azhoor Panchayath
2025_Irrig_755203_1
IRR/IA/TR/7156/2022_5_1_1/1
Open Tender
Civil Works - Water Works
Item Rate
180 days
Azhoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,185
Yes
31 Aug 2026
26 Mar 2025
7 Apr 2025
26 Mar 2025
4 Apr 2025
26 Mar 2025
Amount
Construction of side protection wall
OD39428/2024-2025: Putting up ring bund and bailing out water during the course of construction by engaging man coolies and removing the bund after the completion of work as directed by the departmental officers at site
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
SHIBU S V (BID ID -2184519)
Bidder Name
B UDAYAKUMAR
SHIBU S V
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