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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 Cr+₹48,284.15 (0.47%)Rejected-Finance GROUND FLOOR KARAPARAMBA BRICK TOWN BUILDING KOZHIKODE 673010 | KOZHIKODE | KOZHIKODE | KERALA | 673010 | ₹1.0 Cr+₹48,284.15 (0.47%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | valayanattu construction L1 | Fahad Marakkar P P L2 |
|---|---|---|---|---|---|
| 1.00Gabion Retaining wall 10m height from ch.72/220 to ch.72/260-RHS | |||||
| 1.00 | OD189681/2024-2025:Removal of slipped earth | 320 | cum | 1,755 ₹5,61,600 | 1,688 ₹5,40,160 Lowest |
| 1.00 | 12.1.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil - Depth upto 3 m - Manual Means | 240 | cum | 432 ₹1,03,680 | 416 ₹99,840 Lowest |
| 1.00 | 12.1.3.A:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Hard Rock ( requiring blasting) - Manual Means | 30 | cum | 1,182 ₹35,460 | 1,137 ₹34,110 Lowest |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 36 | cum | 8,827 ₹3,17,772 | 8,480 ₹3,05,280 Lowest |
| 1.00 | OD152321/2025-2026:Providing and making Gabion structures with Mechanically Woven Double twisted Hexagonal shaped wire mesh gabion boxes 1m or 0.5m High(as per dwg),1M width, length will vary as per requirement , with diaphragms in every 1M, for gabions of length higher than 1.5M as per standards as per IS 16014:2012 ,MORTH clause 2500 , of required size , Mesh type 10x12 ( D=100mm ),Zinc+PVC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), mechanically edged / selvedged, with partitions at every 1m interval and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, tying with lacing wire of dia 2.2/3.2 mm (ID/OD), supplied @ 3% by weight of gabion boxes ,filled with boulders with least dimension of 200 mm ,as per drawing ,all complete as per directions of engineer-in charge | 1,500 | cum | 5,613 ₹84,19,500 Lowest | 5,690 ₹85,35,000 |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 176.95 | cum | 95 ₹16,810.25 | 92 ₹16,279.4 Lowest |
| 1.01 | 3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 1,423 | cum | 581 ₹8,26,763 | 560 ₹7,96,880 Lowest |
| 1.01 | 15.6:Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. | 580 | sqm | 52 ₹30,160 Lowest | 56 ₹32,480 |
Tender Value
₹99.2 L
EMD Value
₹50,000
Closing Date
27 Jan 2026, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, PWD National Highways
GENERAL-Provision of Gabion wall in NH 744from CH .72.220 to CH 72.260 Edappalayam - RHS -General Civil Work
2026_PWD_827739_1
PWD/NH/TR/21587/2024_5_1
Open Tender
Civil Works - Highways
Item Rate
300 days
Edappalayam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
3 Sept 2026
14 Jan 2026
30 Jan 2026
14 Jan 2026
27 Jan 2026
14 Jan 2026
14 Jan 2026 - 27 Jan 2026
Gabion Retaining wall 10m height from ch.72/220 to ch.72/260-RHS
OD189681/2024-2025:Removal of slipped earth
12.1.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil - Depth upto 3 m - Manual Means
12.1.3.A:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Hard Rock ( requiring blasting) - Manual Means
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
OD152321/2025-2026:Providing and making Gabion structures with Mechanically Woven Double twisted Hexagonal shaped wire mesh gabion boxes 1m or 0.5m High(as per dwg),1M width, length will vary as per requirement , with diaphragms in every 1M, for gabions of length higher than 1.5M as per standards as per IS 16014:2012 ,MORTH clause 2500 , of required size , Mesh type 10x12 ( D=100mm ),Zinc+PVC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), mechanically edged / selvedged, with partitions at every 1m interval and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, tying with lacing wire of dia 2.2/3.2 mm (ID/OD), supplied @ 3% by weight of gabion boxes ,filled with boulders with least dimension of 200 mm ,as per drawing ,all complete as per directions of engineer-in charge
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
15.6:Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.
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