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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹10.2 L+₹1.0 L (11.2%)Rejected-Finance THAZHATHETHIL HOUSE DESAMANGALAM | L2 | Rejected-Finance L2 | |
| 3 | L3₹10.7 L+₹1.5 L (16.8%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SIDDIK S Y L3 | ABDUL LATHEEF T A L2 | RAJAN M K L1 |
|---|---|---|---|---|---|---|
| 1.00Building construction | ||||||
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 63 | sqm | 1,058.97 ₹66,715.11 | 1,008.55 ₹63,538.65 | 1,000 ₹63,000 Lowest |
| 1.00 | 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 derived from natural sources) | 5.4 | cum | 13,410.78 ₹72,418.21 | 12,772.18 ₹68,969.77 | 11,000 ₹59,400 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 62.57 | sqm | 801.02 ₹50,121.42 | 762.88 ₹47,734.93 | 730 ₹45,677.56 Lowest |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 154.58 | sqm | 1,009.3 ₹1,56,015.58 | 961.24 ₹1,48,586.56 | 930 ₹1,43,757.54 Lowest |
| 1.00 | 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). | 20.92 | cum | 14,114.24 ₹2,95,269.9 | 13,442.14 ₹2,81,209.57 | 11,250 ₹2,35,350 Lowest |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 2,237.43 | kg | 118.05 ₹2,64,128.61 | 112.43 ₹2,51,554.25 | 100 ₹2,23,743 Lowest |
| 1.01 | 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 | 22.56 | cum | 7,172.69 ₹1,61,815.89 | 6,831.12 ₹1,54,110.07 | 6,300 ₹1,42,128 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,393
Closing Date
16 Mar 2026, 6:00 pmClosed
DIMPLEPD
LIDEW SECTION,DESAMANGALAM
CONSTRUCTION OF VANITHA FITNESS CENTRE AT WARD 1-IN DESAMANGALAM GP-
2026_LSGD_844838_1
05/2025-26/AE/LIDEW/DSM
Open Tender
Civil Works - Buildings
Item Rate
150 days
DESAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,393
Yes
16 Jun 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
Building construction
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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 derived from natural sources)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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).
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
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
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