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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAdmitted-Fee/PreQual/Technical/Finance CHAKKAREN HOUSE SOUTH MANIYAT MANIYAT P O | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.9 L+₹16,706.98 (2.47%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAKESH RAGHAVAN L2 | VINU CHAKKAREN L1 |
|---|---|---|---|---|---|
| 1.00New construction | |||||
| 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) | 0.67 | cum | 2,400 ₹1,598.4 | 2,349 ₹1,564.43 Lowest |
| 1.00 | 5.2.2A: 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. above plinth level up to floor five level, excludingcost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20
mm nominal size Recycled Concrete Aggregate (RCA) upto 20% | 2.15 | cum | 11,800 ₹25,429 | 11,706 ₹25,226.43 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). | 17.8 | cum | 12,650 ₹2,25,182.65 | 12,546 ₹2,23,331.35 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 | 77.13 | sqm | 920 ₹70,959.6 | 897 ₹69,185.61 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 | 58.14 | sqm | 750 ₹43,602 | 712 ₹41,392.83 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 30.74 | sqm | 960 ₹29,514.24 | 941.3 ₹28,939.33 Lowest |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 1,668.58 | kg | 110 ₹1,83,543.47 | 104.9 ₹1,75,033.73 Lowest |
| 1.01 | OD538263/2025-2026: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. (Modi. 50.6.7.2 of DAR as per Jilla panchayath OD) | 12.02 | cum | 7,400 ₹88,940.6 | 7,319.6 ₹87,974.27 Lowest |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 146.25 | kg | 170 ₹24,862.5 | 166 ₹24,277.5 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,927
Closing Date
28 Jul 2026, 6:55 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LIDEW Section, Karivellur Peralam Grama Panchayat
FF construction
2026_LSGD_848881_1
E1/103/26-27 (SO)
Open Tender
Civil Works - Buildings
Item Rate
270 days
Karivellur Peralam GP, Payyanur
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,495
Yes
₹16,927
Yes
30 Jul 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1New construction | |||||
| 1.001 | 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) | 1 | cum | - | - |
| 1.002 | 5.2.2A: 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. above plinth level up to floor five level, excludingcost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20
mm nominal size Recycled Concrete Aggregate (RCA) upto 20% | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | 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 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.007 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 0.8 | kg | - | - |
| 1.008 | OD538263/2025-2026: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. (Modi. 50.6.7.2 of DAR as per Jilla panchayath OD) | - | cum | - | - |
| 1.009 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | - | kg | - | - |
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