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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 Cr+₹2.4 Cr (135.3%)Rejected-AOC | ₹4.2 Cr+₹2.4 Cr (135.3%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Surya Constructions L2 | Mon Joseph L1 |
|---|---|---|---|---|---|
| 1.00GABION WALL -VALAKODE &THENMALA- | |||||
| 1.00 | 12.1.B.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 3m - Mechanical Means | 2,474 | cum | 500 ₹12,37,000 | 74 ₹1,83,076 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 | 60 | cum | 3,000 ₹1,80,000 | 1,080 ₹64,800 Lowest |
| 1.00 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) | 86.62 | cum | 10,400 ₹9,00,900 | 7,750 ₹6,71,343.75 Lowest |
| 1.00 | OD195286/2025-2026: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 | 3,231.5 | cum | 12,000 ₹3,87,78,000 | 5,125 ₹1,65,61,437.5 Lowest |
| 1.00 | 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. | 1,220 | sqm | 80 ₹97,600 | 47 ₹57,340 Lowest |
| 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. | 2,220.68 | cum | 250 ₹5,55,170 | 88 ₹1,95,419.84 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. | 540 | cum | 1,200 ₹6,48,000 | 530 ₹2,86,200 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹50,000
Closing Date
17 Feb 2026, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer ,NH Central Circle, Edapally, Ernakulam 682024
GENERAL-Construction of Gabion wall at Valacode and Thenmala in NH 744-Gabion Walls at 45/900 (LHS) and 65/530 (RHS)-General Civil Work
2026_PWD_831665_1
PWD/NH/TR/20175/2025_5_1_1/2
Open Tender
Civil Works - Highways
Item Rate
540 days
Thenmala
Please refer the Tender Documents
11 documents required · 11 mandatory
₹6,508
₹50,000
4 Jun 2026
29 Jan 2026
20 Feb 2026
29 Jan 2026
17 Feb 2026
29 Jan 2026
29 Jan 2026 - 17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1GABION WALL -VALAKODE &THENMALA- | |||||
| 1.001 | 12.1.B.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 3m - Mechanical Means | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) | - | cum | - | - |
| 1.004 | OD195286/2025-2026: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 | - | cum | - | - |
| 1.005 | 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. | - | sqm | - | - |
| 1.006 | 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. | 1 | cum | - | - |
| 1.007 | 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. | - | cum | - | - |
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