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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | ₹8.6 L | L1 | Accepted-AOC Lowest bidder, hence admitted |
| 2 | L2₹9.8 L+₹1.2 L (14.1%)Rejected-AOC | ₹9.8 L+₹1.2 L (14.1%) | L2 | Rejected-AOC second lowest bidder |
| Sl No | Description | Qty | Unit | SASIDHARAN L1 | VPRAJAN L2 |
|---|---|---|---|---|---|
| 1.00Beautification and Improvement works near Cafeteria and Watchman cabin | |||||
| 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 | 35.6 | cum | 256.81 ₹9,142.44 Lowest | 267.52 ₹9,523.71 |
| 1.00 | 60.7.1: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 | 79.88 | cum | 4,189.41 ₹3,34,650.07 Lowest | 4,363.99 ₹3,48,595.52 |
| 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 | 53.44 | sqm | 402.34 ₹21,501.05 Lowest | 419.1 ₹22,396.7 |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 7.44 | cum | 10,184.12 ₹75,769.85 Lowest | 10,608.49 ₹78,927.17 |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 6.65 | cum | 7,484.52 ₹49,757.09 Lowest | 7,796.4 ₹51,830.47 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 83.51 | sqm | 376.9 ₹31,474.92 Lowest | 392.61 ₹32,786.86 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 83.51 | sqm | 232.64 ₹19,427.77 Lowest | 242.33 ₹20,236.98 |
| 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 | 5.43 | cum | 10,901.25 ₹59,215.59 Lowest | 11,355.5 ₹61,683.08 |
| 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 | 527.12 | kilogram | 117.95 ₹62,173.8 Lowest | 122.87 ₹64,767.23 |
Tender Value
₹7.9 L
EMD Value
₹19,693
Closing Date
5 May 2025, 5:00 pmClosed
Assistant Executive engineer
o/o The assitant Executive Engineer chimoni dam projet subdivision Echippara,Thrissur
GENERAL-CDP- Beautification of Dam-Beautification and Improvement works near Cafeteria and Watchman Cabin-General Civil Work
2025_Irrig_755171_2
IRR/IA/5486/2024-2025
Open Tender
Civil Works - Others
Item Rate
300 days
chimoni dam projet subdivision Echippara
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,740
Yes
₹19,693
Yes
7 Aug 2025
25 Apr 2025
9 May 2025
25 Apr 2025
5 May 2025
25 Apr 2025
Amount
Beautification and Improvement works near Cafeteria and Watchman cabin
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
60.7.1: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
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
VPRAJAN (BID ID -2207571)
Bidder Name
VPRAJAN
SASIDHARAN
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