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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC | ₹8.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.1 L+₹30,783.08 (3.49%)Rejected-AOC | ₹9.1 L+₹30,783.08 (3.49%) | L2 | Rejected-AOC L2 |
| 3 | L2₹9.1 L+₹30,783.08 (3.49%)Rejected-AOC HABUNAGAPPALLY V PO | KOLLAM | KERALA | 689694 | ₹9.1 L+₹30,783.08 (3.49%) | L2 | Rejected-AOC L2 |
| 4 | L3₹9.1 L+₹32,607.37 (3.70%)Rejected-AOC | ₹9.1 L+₹32,607.37 (3.70%) | L3 | Rejected-AOC L3 |
| 5 | L4₹9.5 L+₹71,117.96 (8.07%)Rejected-AOC PATHI HOUSE VYAVASAYA MOHABBATH COLONY PATTAKKAPPIL P O MALAPPURAM 676519 | MALAPPURAM | MALAPPURAM | KERALA | 676519 | ₹9.5 L+₹71,117.96 (8.07%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | SHANAVAS L2 | SAINUL ABID M.P. L1 | MUHAMMED FASIL L2 | YOOSUF EK L3 | SHAHEER ALI P L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Building | ||||||||
| 1.00 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 14.45 | cum | 7,455.68 ₹1,07,749.49 | 7,204.2 ₹1,04,115.1 Lowest | 7,455.68 ₹1,07,749.49 | 7,470.62 ₹1,07,965.4 | 7,785.18 ₹1,12,511.42 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.03 | cum | 2,076.73 ₹60.23 | 2,006.68 ₹58.19 Lowest | 2,076.73 ₹60.23 | 2,080.89 ₹60.35 | 2,168.51 ₹62.89 |
| 1.00 | 10.15.1:Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular /L-Type sections, made of 1.60 mm thick M.S. Sheet,joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 262 | kg | 151.67 ₹39,737.54 | 146.55 ₹38,396.1 Lowest | 151.67 ₹39,737.54 | 151.97 ₹39,816.14 | 158.37 ₹41,492.94 |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 40.99 | sqm | 793.13 ₹32,508.02 | 766.37 ₹31,411.21 Lowest | 793.13 ₹32,508.02 | 794.72 ₹32,573.19 | 828.18 ₹33,944.61 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 17.99 | sqm | 629.46 ₹11,325.24 | 608.22 ₹10,943.09 Lowest | 629.46 ₹11,325.24 | 630.72 ₹11,347.91 | 657.28 ₹11,825.78 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 30.54 | metre | 188.23 ₹5,748.54 | 181.88 ₹5,554.62 Lowest | 188.23 ₹5,748.54 | 188.61 ₹5,760.15 | 196.55 ₹6,002.64 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 17.36 | sqm | 843.21 ₹14,641.5 | 814.77 ₹14,147.67 Lowest | 843.21 ₹14,641.5 | 844.9 ₹14,670.84 | 880.47 ₹15,288.48 |
| 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). | 9.31 | cum | 11,091.18 ₹1,03,314.34 | 10,717.07 ₹99,829.51 Lowest | 11,091.18 ₹1,03,314.34 | 11,113.41 ₹1,03,521.41 | 11,581.35 ₹1,07,880.28 |
| 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 | 873.73 | kilogram | 92.76 ₹81,047.38 | 89.63 ₹78,312.6 Lowest | 92.76 ₹81,047.38 | 92.94 ₹81,204.65 | 96.86 ₹84,629.68 |
Tender Value
₹10.2 L
EMD Value
₹25,398
Closing Date
20 Jul 2026, 3:00 pmClosed
Block Development officer, Vengara
Block Development office, Vengara
MP-LADS-Vengara BP work code 11578/2024-25 Construction of Building for Oorakam Palliative care - Oorakam GP-General Civil Work
2026_CRD_851026_7
1/BDO/VGA/TN/2026 -27
Open Tender
Civil Works - Buildings
Item Rate
Block Development office, Vengara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,398
Yes
24 Aug 2026
10 Jul 2026
22 Jul 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building | |||||
| 1.001 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.002 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 1.003 | 10.15.1:Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular /L-Type sections, made of 1.60 mm thick M.S. Sheet,joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | kg | - | - |
| 1.004 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.006 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 1 | metre | - | - |
| 1.007 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.008 | 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 | cum | - | - |
| 1.009 | 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 | 0.8 | kilogram | - | - |
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