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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 LAccepted-AOC | ₹25.1 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹25.4 LRejected-AOC | ₹25.4 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Adarsh C L1 | M PADMANABHAN L2 |
|---|---|---|---|---|---|
| 1.00Pond Renovation | |||||
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 60.25 | cum | 9,691.62 ₹5.8 L | 9,789.52 ₹5.9 L |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 118.72 | sqm | 704.89 ₹83,688.07 | 712.02 ₹84,534.57 |
| 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 | 3,404.01 | kilogram | 103.88 ₹3.5 L | 104.93 ₹3.6 L |
| 1.00 | OD502467/2025-2026:LATERITE ROUGH STONE DRY MASONRY _ Dry laterite rough stone without concrete levelling course masonry with good quality laterite rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site(Data based on DAR 60.7.1) | 88.55 | cum | 2,497.93 ₹2.2 L | 2,523.17 ₹2.2 L |
| 1.00 | OD435466/2025-2026:Laterite masonry with neatly dressed second quality laterite stones of size 35*20*20 cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials and labour
charges etc | 176.91 | cum | 6,051.6 ₹10.7 L | 6,112.73 ₹10.8 L |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 488.43 | cum | 411.84 ₹2.0 L | 416 ₹2.0 L |
Updated dates
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
20 Mar 2026, 3:00 pmClosed
Anuraj K V
Assistant Engineer LID AND EW Section Pariyaram Grama Panchyath
Project No 82/25-26-Menachoor Pond renovation Phase 4
2026_LSGD_846657_8
AE/PGP/ETEN/05/25-26 dtd 07.03.2026
Open Tender
Civil Works - Others
365 days
Pariyaram
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
17 Jun 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
20 Mar 2026
12 Mar 2026
Pond Renovation
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
OD502467/2025-2026:LATERITE ROUGH STONE DRY MASONRY _ Dry laterite rough stone without concrete levelling course masonry with good quality laterite rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site(Data based on DAR 60.7.1)
OD435466/2025-2026:Laterite masonry with neatly dressed second quality laterite stones of size 35*20*20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials and labour charges etc
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
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