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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAdmitted-Fee/PreQual/Technical/Finance NULL | ₹18.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹20.5 L+₹1.6 L (8.46%)Admitted-Fee/PreQual/Technical/Finance | ₹20.5 L+₹1.6 L (8.46%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹20.9 L+₹2.0 L (10.4%)Admitted-Fee/PreQual/Technical/Finance | ₹20.9 L+₹2.0 L (10.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUHAMMED RIYAZ K C L2 | Ajith E P L3 | SUBAIR. K.S. L1 |
|---|---|---|---|---|---|---|
| 1.00FIRST FLOOR CONSTRUCTION, COMPOUND WALL CONSTRUCTION&INTERLOCK | ||||||
| 1.00 | OD456312/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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.
(MOD 50.6.7.2 of DAR) | 26.46 | cum | 6,580.32 ₹1,74,102.11 | 6,697.44 ₹1,77,200.87 | 5,500 ₹1,45,519 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 | 128.19 | sqm | 806.54 ₹1,03,388.75 | 820.9 ₹1,05,229.53 | 625 ₹80,117.5 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 | 45.42 | metre | 191.41 ₹8,693.84 Lowest | 194.82 ₹8,848.72 | 200 ₹9,084 |
| 1.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 27.49 | sqm | 857.47 ₹23,573.57 | 872.73 ₹23,993.09 | 700 ₹19,244.4 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 | 65.09 | sqm | 640.1 ₹41,662.83 | 651.49 ₹42,404.18 | 550 ₹35,798.4 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 4.32 | sqm | 324 ₹1,399.68 Lowest | 329.77 ₹1,424.61 | 350 ₹1,512 |
| 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). | 27.31 | cum | 11,278.85 ₹3,08,036.67 | 11,479.59 ₹3,13,519.08 | 10,000 ₹2,73,110 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 | 2,071.31 | kilogram | 94.33 ₹1,95,386.96 | 96 ₹1,98,846.05 | 86 ₹1,78,132.92 Lowest |
| 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 | 2.72 | cum | 6,643.68 ₹18,057.52 Lowest | 6,761.92 ₹18,378.9 | 6,900 ₹18,754.2 |
Tender Value
₹22.8 L
EMD Value
₹50,000
Closing Date
15 Sept 2026, 5:00 pmClosed
Assistant Engineer Taliparamba Municipality
Thaliparamba municipality
Puzhakulangara Anganwadi FFconstruction and compound wall
2026_LSGD_867696_3
E1/TPBA/1/2026
Open Tender
Civil Works - Buildings
Item Rate
thaliparamba
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
18 Sept 2026
5 Sept 2026
17 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FIRST FLOOR CONSTRUCTION, COMPOUND WALL CONSTRUCTION&INTERLOCK | |||||
| 1.001 | OD456312/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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.
(MOD 50.6.7.2 of DAR) | 26.46 | cum | - | - |
| 1.002 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 128.19 | sqm | - | - |
| 1.003 | 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 | 45.42 | metre | - | - |
| 1.004 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 27.49 | 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 | 65.09 | sqm | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 4.32 | sqm | - | - |
| 1.007 | 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). | 27.31 | cum | - | - |
| 1.008 | 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 | 2,071.31 | kilogram | - | - |
| 1.009 | 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 | 2.72 | cum | - | - |
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