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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | ₹7.4 L | L1 | Accepted-AOC lowest |
| 2 | L2₹7.8 L+₹34,966.87 (4.70%)Rejected-AOC | ₹7.8 L+₹34,966.87 (4.70%) | L2 | Rejected-AOC second |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SURESHKUMAR G L2 | VINOD KUMAR.K L3 | BEENARANI S L1 |
|---|---|---|---|---|---|---|
| 1.00building | ||||||
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 28.8 | sqm | 948 ₹27,302.4 | 950.55 ₹27,375.84 | 905 ₹26,064 Lowest |
| 1.00 | 50.6.1.3:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 10.72 | cum | 7,880 ₹84,457.84 | 7,899.16 ₹84,663.2 | 7,522 ₹80,620.8 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) | 2.59 | cum | 12,000 ₹31,104 | 12,037.64 ₹31,201.56 | 11,464 ₹29,714.69 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). | 12.01 | cum | 12,640 ₹1,51,819.04 | 12,669.07 ₹1,52,168.2 | 12,064 ₹1,44,900.7 Lowest |
| 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 | 1,442.79 | kilogram | 105 ₹1,51,492.95 | 105.96 ₹1,52,878.03 | 101 ₹1,45,721.79 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 46.53 | sqm | 717 ₹33,362.01 | 719.01 ₹33,455.54 | 684 ₹31,826.52 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 46 | sqm | 904 ₹41,584 | 905.96 ₹41,674.16 | 863 ₹39,698 Lowest |
| 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 | 31.8 | metre | 214.5 ₹6,821.1 | 215.01 ₹6,837.32 | 205 ₹6,519 Lowest |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 116.15 | sqm | 332 ₹38,561.8 | 333.28 ₹38,710.47 | 317 ₹36,819.55 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
13 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayth
Buildings
2026_LSGD_859236_1
5b(13)/AEE/LSGD/TVM/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,182
Yes
17 Sept 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1building | |||||
| 1.001 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.002 | 50.6.1.3:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | - | cum | - | - |
| 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) | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | 1 | kilogram | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.008 | 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 | - | metre | - | - |
| 1.009 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | - | sqm | - | - |
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