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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₹30.5 CrAccepted-AOC VIII 240 THERUVATH BUILDING UZHAVOOR P O KOTTAYAM KERALA 686634 | KOTTAYAM | KOTTAYAM | KERALA | 686634 | L1 | Accepted-AOC LOWEST BID | |
| 2 | L2₹32.9 Cr+₹2.4 Cr (8.04%)Rejected-Finance | L2 | Rejected-Finance HIGHER BID | |
| 3 | L3₹36.9 Cr+₹6.4 Cr (21.1%)Rejected-Finance | L3 | Rejected-Finance HIGHER BID | |
| 4 | Rejected-Technical | - | Rejected-Technical Not qualified |
| Sl No | Description | Qty | Unit | THERUVATH BUILDERS L1 | Raji Mathew And Co. L3 | Begorra Infrastructure and Developers Pvt. Ltd L2 |
|---|---|---|---|---|---|---|
| 1.00Road and Allied works | ||||||
| 1.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br> | 100 | cum | 750 ₹75,000 | 448 ₹44,800 Lowest | 775 ₹77,500 |
| 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 | 180 | cum | 500 ₹90,000 | 224 ₹40,320 Lowest | 525 ₹94,500 |
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 0.3 | Hectare | 50,000 ₹15,000 Lowest | 72,800 ₹21,840 | 50,000 ₹15,000 Lowest |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 30,829 | cum | 100 ₹30,82,900 | 280 ₹86,32,120 | 50 ₹15,41,450 Lowest |
| 1.00 | 3.8.A: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. Mechanised | 37,661 | cum | 600 ₹2,25,96,600 Lowest | 1,120 ₹4,21,80,320 | 950 ₹3,57,77,950 |
| 1.01 | OD151380/2025-2026:Pre-splitting of Rock Excavation Slopes<br>Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303 | 1,25,524.11 | sqm | 70 ₹87,86,687.91 | 224 ₹2,81,17,401.31 | 32 ₹40,16,771.62 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. | 5,080 | cum | 92.43 ₹4,69,544.4 Lowest | 135 ₹6,85,800 | 100 ₹5,08,000 |
| 1.01 | OD97169/2025-2026:Construction of sub-grade and earthen shoulders with approved material deposited at site from Roadway cutting and excavation from drain and foundation of other structures, grading to required slope and compacted to meet requirement of table No. 300-2 | 5,520.35 | cum | 160 ₹8,83,256 | 168 ₹9,27,418.8 | 158 ₹8,72,215.3 Lowest |
| 1.01 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 4,662 | cum | 3,250 ₹1,51,51,500 Lowest | 4,032 ₹1,87,97,184 | 3,500 ₹1,63,17,000 |
Tender Value
₹29.9 Cr
EMD Value
₹5 L
Closing Date
29 Nov 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Managing Director,RBDCK
2nd Floor, Preethi Building, MV Road, Palarivattom
Construction of Kanjirappally Bypass in Kottayam District- Balance Work as per tender document.
2025_RBDCK_811712_1
RBDCK/RW/ T 203/36/2025
Open Tender
Civil Works - Roads
Item Rate
457 days
kanjirappilly
Refer Tender Document
5 documents required · 5 mandatory
₹17,700
₹5 L
Office of Managing Director ,RBDCK,Ernakulam
19 Mar 2026
22 Oct 2025
1 Dec 2025
22 Oct 2025
29 Nov 2025
3 Nov 2025
23 Oct 2025 - 25 Oct 2025
27 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road and Allied works | |||||
| 1.001 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br> | 100 | cum | - | - |
| 1.002 | 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 | 180 | cum | - | - |
| 1.003 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 0.3 | Hectare | - | - |
| 1.004 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 30,829 | cum | - | - |
| 1.005 | 3.8.A: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. Mechanised | 37,661 | cum | - | - |
| 1.006 | OD151380/2025-2026:Pre-splitting of Rock Excavation Slopes<br>Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303 | 1,25,524.11 | sqm | - | - |
| 1.007 | 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. | 5,080 | cum | - | - |
| 1.008 | OD97169/2025-2026:Construction of sub-grade and earthen shoulders with approved material deposited at site from Roadway cutting and excavation from drain and foundation of other structures, grading to required slope and compacted to meet requirement of table No. 300-2 | 5,520.35 | cum | - | - |
| 1.009 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 4,662 | cum | - | - |
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