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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 CrAdmitted-Finance | ₹24.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹26.5 Cr+₹2.2 Cr (9.23%)Admitted-Finance | ₹26.5 Cr+₹2.2 Cr (9.23%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | RAJI MATHEW AND CO. L2 | M/s VKJ INFRASTRUCTURES L1 |
|---|---|---|---|---|---|
| 1.00Foundation | |||||
| 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 | 791.82 | cum | 100 ₹79,182 | 80 ₹63,345.6 Lowest |
| 1.00 | OD290063/2024-2025:Pumping or Bailing out water and removing slush etc by using pump set including cost of
labour, oil hire charges of pumpset, etc complete | 768 | hour | 350 ₹2,68,800 Lowest | 350 ₹2,68,800 Lowest |
| 1.00 | OD290069/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 44 | metre | 1,500 ₹66,000 Lowest | 1,500 ₹66,000 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 | 119.94 | cum | 1,100 ₹1,31,934 Lowest | 1,100 ₹1,31,934 Lowest |
| 1.00 | OD301042/2024-2025:DOWEL BARS - Supplying and providing HYSD dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete | 323 | each | 500 ₹1,61,500 Lowest | 650 ₹2,09,950 |
| 1.01 | 12.2:Filling Annular Space Around Footing in Rock | 48.81 | cum | 3,000 ₹1,46,430 Lowest | 7,650 ₹3,73,396.5 |
| 1.01 | 12.24.3:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm | 180 | metre | 11,000 ₹19,80,000 Lowest | 12,000 ₹21,60,000 |
| 1.01 | 12.38.D.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump | 127.72 | cum | 9,500 ₹12,13,387.5 | 9,050 ₹11,55,911.25 Lowest |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 96.76 | MT | 90,000 ₹87,08,580 Lowest | 95,000 ₹91,92,390 |
Tender Value
₹25.4 Cr
EMD Value
₹38.1 L
Closing Date
14 May 2025, 5:00 pmClosed
The Superintending Engineer
Office of the Office of the Superintending Engineer, PWD National Highways Central Circle, Edappally, Ernakulam 682024
Construction of Thadiyanpadu Bridge across Periyar River Connecting NH-185 to State Road (MDR) in Idukki District in the state of Kerala - Construction of Bridge and amenities
2025_MoRTH_856696_1
18/SE/NH/CCKOCHI/2024-25 Thadiyanpadu
Open Tender
Civil Works - Bridges
Item Rate
547 days
Thadiyanpadu in Idukki District, Kerala State
Please refer the tender documents
7 documents required · 7 mandatory
₹19,518
Yes
GM MoRTH
₹38.1 L
Yes
26 Jun 2025
15 Apr 2025
16 May 2025
15 Apr 2025
14 May 2025
15 Apr 2025
15 Apr 2025 - 6 May 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Foundation | |||||
| 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 | OD290063/2024-2025:Pumping or Bailing out water and removing slush etc by using pump set including cost of
labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
| 1.003 | OD290069/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | metre | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | OD301042/2024-2025:DOWEL BARS - Supplying and providing HYSD dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete | - | each | - | - |
| 1.006 | 12.2:Filling Annular Space Around Footing in Rock | - | cum | - | - |
| 1.007 | 12.24.3:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm | - | metre | - | - |
| 1.008 | 12.38.D.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump | 1 | cum | - | - |
| 1.009 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.8 | MT | - | - |
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