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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC CHETTIYADA KANNADY PO PULINCUNNOO ALAPPUZHA | ₹1.7 Cr | L1 | Accepted-AOC Lowest |
| 2 | L2₹1.7 Cr+₹2.9 L (1.69%)Rejected-AOC DEVIKA S N PURAM P O CHERTHALA ALLEPPEY KERALA PIN 688582 | CHERTHALA | ALAPPUZHA | KERALA | 688582 | ₹1.7 Cr+₹2.9 L (1.69%) | L2 | Rejected-AOC Highest |
| Sl No | Description | Qty | Unit | JOSHY VARGHESE L1 | SIVADAS KR L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.09 | Hectare | 55,550 ₹5,166.15 Lowest | 58,300 ₹5,421.9 |
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 158.94 | cum | 64.4 ₹10,235.41 Lowest | 66 ₹10,489.71 |
| 1.00 | OD8378/2025-2026:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single
Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first
class bedding of granular material in single row including fixing collar with cement motar 1:2
but excluding excavation, protection works, backfilling, concrete and masonry works in head
walls and parapets Clause 1106. (C) 300 mm dia | 15 | metre | 1,777 ₹26,655 Lowest | 1,800 ₹27,000 |
| 1.00 | OD8404/2025-2026:Construction of embankment with approved soil material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet a requirement of tables 300.1 and 300.2, including conveyance of 40km | 1,301.86 | cum | 1,601 ₹20,84,282.66 Lowest | 1,610 ₹20,95,999.43 |
| 1.00 | OD8380/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13 soil gravel
mixture or quarry waste) by mix in place method normal. Construction of granular
sub-base by providing local material spreading in uniform layers with appropriate
machinary on prepared surface, mixing by mix in place method with rotavator or any
other at once and compacting with manual means.
Using Gravel mix soil. | 425 | cum | 2,816 ₹11,96,800 Lowest | 2,825 ₹12,00,625 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 279.8 | cum | 10,618 ₹29,70,916.4 Lowest | 10,800 ₹30,21,840 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 355.62 | cum | 11,662 ₹41,47,263.76 Lowest | 11,800 ₹41,96,339.6 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.43 | tonne | 1,18,480 ₹6,43,583.36 Lowest | 1,20,000 ₹6,51,840 |
| 1.01 | 10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1 | sqm | 10,258 ₹10,258 Lowest | 10,500 ₹10,500 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
28 Feb 2026, 6:00 pmClosed
Superintending Engineer HECC
Superintending Engineer, Harbour Engineering Central Circle, Corporation Building, Paramara Road, Ernakulam North,Kochi-18
GENERAL-Upgradation of coastal roads in Alappuzha District- Footpath from Kuttamangalam SNDPHSS to KR Palam in ward no 3 AND 4 of Kainakary Panchayath in Kuttanad LAC-General Civil Work-1
2026_HED_838996_1
HED/CEHED/TR/696/2023_5_1_1/RC 1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Ward no 3 AND 4 of Kainakary Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,515
Yes
₹50,000
Yes
31 May 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.09 | Hectare | - | - |
| 1.002 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 158.94 | cum | - | - |
| 1.003 | OD8378/2025-2026:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single
Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first
class bedding of granular material in single row including fixing collar with cement motar 1:2
but excluding excavation, protection works, backfilling, concrete and masonry works in head
walls and parapets Clause 1106. (C) 300 mm dia | 15 | metre | - | - |
| 1.004 | OD8404/2025-2026:Construction of embankment with approved soil material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet a requirement of tables 300.1 and 300.2, including conveyance of 40km | 1,301.86 | cum | - | - |
| 1.005 | OD8380/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13 soil gravel
mixture or quarry waste) by mix in place method normal. Construction of granular
sub-base by providing local material spreading in uniform layers with appropriate
machinary on prepared surface, mixing by mix in place method with rotavator or any
other at once and compacting with manual means.
Using Gravel mix soil. | 425 | cum | - | - |
| 1.006 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 279.8 | cum | - | - |
| 1.007 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 355.62 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.43 | tonne | - | - |
| 1.009 | 10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1 | sqm | - | - |
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