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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC KERALA KL KERALA | PALAKKAD | KERALA | 678621 | L1 | Accepted-AOC L1 | |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Scanned copy of invoice and challan of GST amount paid to the GST department directly not submitted. |
| Sl No | Description | Qty | Unit | MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED L1 |
|---|---|---|---|---|
| 1.00Construction of Under Pass | ||||
| 1.00 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 52.5 | cum | 573.46 ₹30,106.65 Lowest |
| 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 | 1,217.52 | cum | 85.97 ₹1,04,670.19 Lowest |
| 1.00 | 3.4:Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections. | 202.92 | cum | 309.97 ₹62,899.11 Lowest |
| 1.00 | 3.8.B:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Manual Method | 1,582.78 | cum | 3,573.32 ₹56,55,765.14 Lowest |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 12.72 | cum | 7,980.26 ₹1,01,508.91 Lowest |
| 1.01 | 12.8.G.2.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump | 261.69 | cum | 9,008.13 ₹23,57,319.52 Lowest |
| 1.01 | 13.5.G.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Height upto 5m - using Batching Plant, Transit Mixer and Concrete Pump | 410.75 | cum | 9,573.87 ₹39,32,467.1 Lowest |
| 1.01 | 14.1C.2:Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specification | 19.44 | cum | 8,729.22 ₹1,69,696.04 Lowest |
| 1.01 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 87.74 | MT | 1,10,175.02 ₹96,66,976.6 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹1 L
Closing Date
13 Feb 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer
Office of the Superintending Engineer, PWD Roads , North circle kozhikode
DEPOSIT Vechicular Under pass in Nattukal Velanthavalam Road at Km 6/200 for M/s Ahalia international foundation Civil work General Civil Work
2026_PWD_829542_2
PWD/RB/TR/794/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Palakkad
Please refer Tender documents.
8 documents required · 8 mandatory
₹8,270
Yes
₹1 L
Yes
17 Mar 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Under Pass | |||||
| 1.001 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 52.5 | cum | - | - |
| 1.002 | 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 | 1,217.52 | cum | - | - |
| 1.003 | 3.4:Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections. | 202.92 | cum | - | - |
| 1.004 | 3.8.B:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Manual Method | 1,582.78 | cum | - | - |
| 1.005 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 12.72 | cum | - | - |
| 1.006 | 12.8.G.2.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump | 261.69 | cum | - | - |
| 1.007 | 13.5.G.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Height upto 5m - using Batching Plant, Transit Mixer and Concrete Pump | 410.75 | cum | - | - |
| 1.008 | 14.1C.2:Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specification | 19.44 | cum | - | - |
| 1.009 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 87.74 | MT | - | - |
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