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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.2 LAccepted-AOC | ₹36.2 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹39.6 LRejected-AOC | ₹39.6 L | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | A R Constructions L2 | asharaf pp L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF COMPOUND WALL | |||||
| 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 | 127.4 | cum | 254 ₹32,359.60 | 234.44 ₹29,867.66 |
| 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) | 18.2 | cum | 7,900 ₹1.4 L | 7,218.93 ₹1.3 L |
| 1.00 | 7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling
up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate
20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse
sand) | 129 | cum | 8,300 ₹10.7 L | 7,592.58 ₹9.8 L |
| 1.00 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 60 | sqm | 760.5 ₹45,630 | 694.22 ₹41,653.20 |
| 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 | 24 | sqm | 960 ₹23,040 | 351.4 ₹8,433.60 |
| 1.01 | 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc. | 168 | sqm | 835.2 ₹1.4 L | 764.04 ₹1.3 L |
| 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 | 13.5 | cum | 10,483 ₹1.4 L | 9,544.78 ₹1.3 L |
| 1.01 | 5.2.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded
stone aggregate 20 mm nominal size) | 28.2 | cum | 12,760 ₹3.6 L | 11,622.68 ₹3.3 L |
| 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 | 4,170 | kg | 112 ₹4.7 L | 102.31 ₹4.3 L |
Tender Value
₹39.8 L
EMD Value
₹50,000
Closing Date
1 Dec 2025, 2:00 pmClosed
REGIONAL ENGINEER- 8111882868
KERALA STATE NIRMITHI KENDRA OPP GOVT POLYTECHNIC COLLEGE STAFF QUARTERS KODUMBU P O PALAKKAD
Construction of Compound wall and Retaining wall
2025_KSNK_821095_1
KSNK/T/PKD/RGMKCC-50(R)/2025
Open Tender
Civil Works - Others
180 days
Kottathara Attappady
Refer NIT
5 documents required · 5 mandatory
₹2,500
₹50,000
Yes
30 Jan 2026
22 Nov 2025
2 Dec 2025
22 Nov 2025
1 Dec 2025
22 Nov 2025
22 Nov 2025 - 1 Dec 2025
Amount
CONSTRUCTION OF COMPOUND WALL
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
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)
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :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
50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level 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)
A R Constructions (BID ID -2443514)
Bidder Name
asharaf pp
A R Constructions
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