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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC Accepted Vide Resolution No.3(1) dtd 12.03.2026 of Ponmala GP |
| 2 | L2₹2.5 L+₹7,625.46 (3.09%)Rejected-AOC | ₹2.5 L+₹7,625.46 (3.09%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | K ABDUL AZEEZ L1 | NEXT PHASE INFRA LLP L2 |
|---|---|---|---|---|---|
| 1.00GI sheet roofing over anganwadi building | |||||
| 1.00 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 523.22 | kg | 166.66 ₹87,199.18 Lowest | 171.81 ₹89,893.74 |
| 1.00 | OD329420/2025-2026:Provideing and fixing precoated galvanised iron profile sheet0.35mm total coated thickness with zinc coating 120gms per sqm as per IS 277 in 240 mpa steel grade 5-7 microns epoxy primer on both side of the sheet and polyster top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single lengthup to 12m or as desired by engineer in charge .The sheet shall be fixed using self drilling / self tapping screws of size 5.5x 25mm with EPDM seal complete upto any pitch excluding the cost of purlins rafters and trusses including cutting to size and shape. | 86.45 | sqm | 558.03 ₹48,241.69 Lowest | 575.29 ₹49,733.82 |
| 1.00 | 12.4.2:Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2 | 9.1 | metre | 838.89 ₹7,633.9 Lowest | 864.83 ₹7,869.95 |
| 1.00 | 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 | 530.79 | kg | 158.97 ₹84,379.69 Lowest | 163.89 ₹86,991.17 |
| 1.00 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 73.78 | sqm | 146.89 ₹10,837.25 Lowest | 151.43 ₹11,172.2 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.41 | cum | 8,228.91 ₹3,332.71 Lowest | 8,483.41 ₹3,435.78 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 14.4 | sqm | 344.05 ₹4,954.32 Lowest | 354.69 ₹5,107.54 |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
4 Mar 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer,LID and EW Section Ponmala grama panchayath
Annual Plan Ponmala GP 2025 26 Renovation of Parammal Anganwadi No 51 (Project No.108/26) General Civil Work
2026_LSGD_839061_2
AE/LID/EW/PMLA/T5/2025-26
Open Tender
Civil Works - Roads
Item Rate
210 days
Chappanagadi
Please refer Tender documents.
3 documents required · 3 mandatory
₹560
Yes
₹6,355
Yes
10 Jul 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1GI sheet roofing over anganwadi building | |||||
| 1.001 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 0.4 | kg | - | - |
| 1.002 | OD329420/2025-2026:Provideing and fixing precoated galvanised iron profile sheet0.35mm total coated thickness with zinc coating 120gms per sqm as per IS 277 in 240 mpa steel grade 5-7 microns epoxy primer on both side of the sheet and polyster top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single lengthup to 12m or as desired by engineer in charge .The sheet shall be fixed using self drilling / self tapping screws of size 5.5x 25mm with EPDM seal complete upto any pitch excluding the cost of purlins rafters and trusses including cutting to size and shape. | - | sqm | - | - |
| 1.003 | 12.4.2:Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2 | 1 | metre | - | - |
| 1.004 | 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 | 1 | kg | - | - |
| 1.005 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 0.2 | sqm | - | - |
| 1.006 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
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