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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-Finance | L1 | Accepted-Finance First Lowest | |
| 2 | L2₹5.1 L+₹735.64 (0.14%)Accepted-Finance | L2 | Accepted-Finance Second Lowest |
| Sl No | Description | Qty | Unit | UNITECH CONSTRUCTION L1 | Ramakrishnan L2 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.00 | 2.28.1
Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5
m.All kinds of soil | 500 | sqm | 35 ₹17,500 Lowest | 35 ₹17,500 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 | 5.13 | cum | 257 ₹1,319.18 Lowest | 258 ₹1,324.31 |
| 1.00 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 26.27 | sqm | 761 ₹19,989.95 Lowest | 763 ₹20,042.48 |
| 1.00 | 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) | 2.35 | cum | 10,468 ₹24,610.27 Lowest | 10,489 ₹24,659.64 |
| 1.00 | 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 | 271.28 | kg | 112 ₹30,383.36 Lowest | 112 ₹30,383.36 Lowest |
| 1.01 | 5.3
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up
to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size
derived from natural sources). | 1.04 | cum | 13,415 ₹13,965.01 Lowest | 13,442 ₹13,993.12 |
| 1.01 | 5.9.7
Centering and shuttering including strutting, etc. and removal of form for:Stairs,
(excluding landings ) except spiral - staircases) | 11.61 | sqm | 823 ₹9,555.03 Lowest | 825 ₹9,578.25 |
| 1.01 | 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 | 8.42 | cum | 7,699 ₹64,802.48 Lowest | 7,714 ₹64,928.74 |
| 1.01 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 259.02 | sqm | 369 ₹95,576.9 Lowest | 370 ₹95,835.92 |
Tender Value
₹5.1 L
EMD Value
₹12,900
Closing Date
26 Sept 2026, 4:00 pmClosed
REGIONAL ENGINEER- 8111882868
KERALA STATE NIRMITHI KENDRA OPP GOVT POLYTECHNIC COLLEGE STAFF QUARTERS KODUMBU P O PALAKKAD
RCC, Solid Block Masonry, Plastering, Painting, and Fencing
2026_KSNK_871141_1
KSN/T/PKD/CWTRSGCC-77(R2)/2026
Open Tender
Civil Works - Others
Item Rate
90 days
Chittur
Refer NIT
5 documents required · 5 mandatory
₹1,029
₹12,900
Yes
5 Oct 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
26 Sept 2026
18 Sept 2026
18 Sept 2026 - 26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| 1.001 | 2.28.1
Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5
m.All kinds of soil | 500 | sqm | - | - |
| 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 | 5.13 | cum | - | - |
| 1.003 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 26.27 | sqm | - | - |
| 1.004 | 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) | 2.35 | cum | - | - |
| 1.005 | 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 | 271.28 | kg | - | - |
| 1.006 | 5.3
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up
to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size
derived from natural sources). | 1.04 | cum | - | - |
| 1.007 | 5.9.7
Centering and shuttering including strutting, etc. and removal of form for:Stairs,
(excluding landings ) except spiral - staircases) | 11.61 | sqm | - | - |
| 1.008 | 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 | 8.42 | cum | - | - |
| 1.009 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 259.02 | sqm | - | - |
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