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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL | KOZHIKODE | KERALA | 612906 | ₹7.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.5 L+₹2,392.23 (0.32%)Admitted-Fee/PreQual/Technical/Finance | ₹7.5 L+₹2,392.23 (0.32%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ASRAF A L2 | AHAMMED KUTTY P L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF BUILDING | |||||
| 1.00 | 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 | 15.91 | cum | 6,664.5 ₹1,06,018.87 Lowest | 6,820 ₹1,08,492.56 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 7.44 | sqm | 637.7 ₹4,744.49 Lowest | 650 ₹4,836 |
| 1.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 16.97 | sqm | 854.2 ₹14,498.34 | 830 ₹14,087.59 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 | 5.6 | sqm | 803.5 ₹4,499.6 | 800 ₹4,480 Lowest |
| 1.00 | 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 | 10.2 | metre | 190.7 ₹1,945.14 Lowest | 200 ₹2,040 |
| 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). | 2.66 | cum | 11,236.4 ₹29,922.53 | 10,000 ₹26,630 Lowest |
| 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 | 266.25 | kilogram | 94 ₹25,027.5 | 92 ₹24,495 Lowest |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 295.5 | sqm | 295.6 ₹87,351.28 Lowest | 300 ₹88,651.5 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 101.54 | sqm | 265.2 ₹26,928.41 Lowest | 272 ₹27,618.88 |
Tender Value
₹8.2 L
EMD Value
₹20,493
Closing Date
14 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OMASSERY
CIVIL WORK
2026_LSGD_867987_16
E TENDER 01/2026 27/AE/LID EW/OMY
Open Tender
Civil Works - Buildings
Item Rate
180 days
OMASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,810
Yes
₹20,493
Yes
17 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF BUILDING | |||||
| 1.001 | 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 | 15.91 | 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 | 7.44 | sqm | - | - |
| 1.003 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 16.97 | sqm | - | - |
| 1.004 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 5.6 | sqm | - | - |
| 1.005 | 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 | 10.2 | metre | - | - |
| 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). | 2.66 | cum | - | - |
| 1.007 | 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 | 266.25 | kilogram | - | - |
| 1.008 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 295.51 | sqm | - | - |
| 1.009 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 101.54 | sqm | - | - |
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