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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | ₹9.3 L | L1 | Accepted-AOC L1 LOWEST |
| 2 | L2₹9.4 L+₹10,245.81 (1.10%)Rejected-AOC | ₹9.4 L+₹10,245.81 (1.10%) | L2 | Rejected-AOC L2 LOWEST |
| 3 | L3₹9.5 L+₹17,436.32 (1.88%)Rejected-AOC | ₹9.5 L+₹17,436.32 (1.88%) | L3 | Rejected-AOC L3 LOWEST |
| 4 | L4₹9.7 L+₹45,776.75 (4.93%)Rejected-Finance | ₹9.7 L+₹45,776.75 (4.93%) | L4 | Rejected-Finance L4 LOWEST |
| 5 | L5₹9.8 L+₹51,777.53 (5.58%)Rejected-Finance | ₹9.8 L+₹51,777.53 (5.58%) | L5 | Rejected-Finance L5 LOWEST |
| Sl No | Description | Qty | Unit | SANTHOSH VARGHESE L4 | BINU K L3 | ONESQ BUILDERS AND DEVELOPERS PRIVATE LIMITED L1 | HAREESH M P L2 | K.P BUILDERS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Compound wall | ||||||||
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.08 | cum | 8,857 ₹27,235.28 | 8,773 ₹26,976.98 | 8,441.6 ₹25,957.92 | 8,404.73 ₹25,844.54 Lowest | 9,000 ₹27,675 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 20.5 | sqm | 731.6 ₹14,997.8 | 224 ₹4,592 Lowest | 697.2 ₹14,292.6 | 700 ₹14,350 | 760 ₹15,580 |
| 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) | 7.02 | cum | 12,248.52 ₹85,984.61 | 12,150 ₹85,293 | 11,673.7 ₹81,949.37 Lowest | 12,000 ₹84,240 | 12,409 ₹87,111.18 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 93.6 | sqm | 967.2 ₹90,529.92 | 958 ₹89,668.8 | 921.8 ₹86,280.48 Lowest | 950 ₹88,920 | 990 ₹92,664 |
| 1.00 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 526.5 | kg | 106.97 ₹56,319.71 | 106 ₹55,809 | 102 ₹53,703 Lowest | 102 ₹53,703 Lowest | 110 ₹57,915 |
| 1.01 | 50.6.1.8: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 super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 9.75 | cum | 7,376.1 ₹71,946.48 | 7,306 ₹71,262.72 | 7,030 ₹68,570.62 | 7,000 ₹68,278 Lowest | 7,600 ₹74,130.4 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 236.66 | sqm | 354.6 ₹83,917.86 | 351 ₹83,065.91 | 338 ₹79,989.39 Lowest | 340 ₹80,462.7 | 355 ₹84,012.53 |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 236.66 | sqm | 77.54 ₹18,350.23 | 76 ₹17,985.78 | 74 ₹17,512.47 | 75 ₹17,749.13 | 72 ₹17,039.16 Lowest |
| 1.01 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | 236.66 | sqm | 117.42 ₹27,788.03 | 116 ₹27,451.98 | 112 ₹26,505.36 | 110 ₹26,032.05 Lowest | 120 ₹28,398.6 |
Tender Value
₹10.2 L
EMD Value
₹25,400
Closing Date
7 Jul 2026, 3:00 pmClosed
NIDHIN M S
AE LID/EW THAKAZHY
Construction of compound wall in TSSGUPS Thakazhy
2026_LSGD_858010_1
05/2026-27/AE/LID/EW/TKY
Open Tender
Civil Works - Others
Item Rate
150 days
THAKAZHY GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹25,400
Yes
18 Sept 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Compound wall | |||||
| 1.001 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.002 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.005 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | - | kg | - | - |
| 1.006 | 50.6.1.8: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 super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 1 | cum | - | - |
| 1.007 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.008 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | - | sqm | - | - |
| 1.009 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | - | sqm | - | - |
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