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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.7 LAccepted-AOC | ₹9.7 L | 1 | Accepted-AOC lowest amount qouated |
| 2 | 2₹11.7 LRejected-AOC | ₹11.7 L | 2 | Rejected-AOC high amount qouted |
| 3 | 3₹11.8 LRejected-AOC | ₹11.8 L | 3 | Rejected-AOC high amount qouted |
| 4 | 4₹11.8 LRejected-AOC P NO 134 24 CONCRETING OF KALEEKKALAYYSTHU CHENKIVETH ROAD AT W 10 | PALAKKAD | KERALA | 678001 | ₹11.8 L | 4 | Rejected-AOC high amount qouted |
| Sl No | Description | Qty | Unit | Krishnakumar Krishnan Nair L2 | Vishnu R Krishnan L3 | MUHAMMED SAMROOD L4 | NIDHEESH GOPAL L1 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Side wall and concrete Elavumparambil padi -Puzhakkasseril Padi | |||||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 20.01 | cum | 700 ₹14,007 | 900 ₹18,009 | 700 ₹14,007 | 716.73 ₹14,341.77 |
| 1.00 | OD412221/2025-2026:DRY RUBBLE MASONRY with hard stone, excluding Through/Bond stone in foundation and
superstructure including packing to compactness to lines and levels, cost and conveyance of all
materials labour charges etc. complete as per approved drawing and relevant technical (without bond stone) | 53.72 | cum | 5,500 ₹3.0 L | 5,851 ₹3.1 L | 6,150 ₹3.3 L | 4,705.22 ₹2.5 L |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1.09 | cum | 9,000 ₹9,792 | 9,000 ₹9,792 | 8,200 ₹8,921.60 | 7,240.53 ₹7,877.70 |
| 1.00 | OD412182/2025-2026::Scarifying the existing road surface to a depth of 150 mm by mechanical means and
recompacting aggregate obtained from scarifying with power roller. | 189 | sqm | 7 ₹1,323 | 7 ₹1,323 | 20 ₹3,780 | 5.94 ₹1,122.66 |
| 1.00 | OD248776/2025-2026::Construction of Sub grade and Earthen Shoulders : Construction of sub grade and
earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to
site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead
and lifts as per Technical Specification Clause 303.1.(with Power Roller) | 14.85 | cum | 800 ₹11,880 | 1,000 ₹14,850 | 950 ₹14,107.50 | 814.35 ₹12,093.10 |
| 1.01 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 28.35 | cum | 2,300 ₹65,205 | 2,100 ₹59,535 | 2,350 ₹66,622.50 | 1,890.38 ₹53,592.27 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 28.35 | cum | 9,000 ₹2.6 L | 9,000 ₹2.6 L | 8,600 ₹2.4 L | 7,278.01 ₹2.1 L |
| 1.01 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1.01 | cum | 9,100 ₹9,172.80 | 9,500 ₹9,576 | 8,200 ₹8,265.60 | 7,658.25 ₹7,719.52 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.08 | tonne | 95,000 ₹7,695 | 95,000 ₹7,695 | 93,000 ₹7,533 | 76,804.78 ₹6,221.19 |
Tender Value
₹12.7 L
EMD Value
₹31,780
Closing Date
26 Feb 2026, 5:00 pmClosed
Block development officer
Block development office,Chengannur
MPLADS Concreting of Side wall and concrete Elavumparabilpadi Puzhakkarasserilpadi Thiruvanvandoor junction thayyilpadi
2026_CRD_837441_1
E.3801599/2025
Open Tender
Civil Works - Roads
180 days
Chengannur
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,500
Yes
₹31,780
Yes
26 Mar 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
Construction of Side wall and concrete Elavumparambil padi -Puzhakkasseril Padi
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD412221/2025-2026:DRY RUBBLE MASONRY with hard stone, excluding Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical (without bond stone)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD412182/2025-2026::Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.
OD248776/2025-2026::Construction of Sub grade and Earthen Shoulders : Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead and lifts as per Technical Specification Clause 303.1.(with Power Roller)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Thiruvanvandoor Junction-Thayyilpady Road
OD412212/2025-2026::Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD253646/2025-2026:Name board
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