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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.8 L+₹48,644.95 (14.6%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MOHANAN V K L1 | VINODKUMAR L2 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 24.11 | cum | 347.07 ₹8,368.55 Lowest | 397.79 ₹9,591.51 |
| 1.00 | OD268831/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. Complete as per direction of Departmental officers at site | 53.29 | cum | 3,274 ₹1,74,474.73 Lowest | 3,748.35 ₹1,99,753.32 |
| 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) | 3.89 | cum | 7,488 ₹29,150.78 Lowest | 8,572.55 ₹33,372.94 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.16 | tonne | 79,044 ₹12,647.04 Lowest | 90,494.01 ₹14,479.04 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 33.41 | sqm | 12.6 ₹420.97 Lowest | 14.42 ₹481.77 |
| 1.01 | OD274214/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 7.71 | cum | 2,474.66 ₹19,079.63 Lowest | 2,833.12 ₹21,843.36 |
| 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) | 11.56 | cum | 7,526 ₹87,038.19 Lowest | 8,616.93 ₹99,654.8 |
| 1.01 | OD268832/2025-2026: SUPPLYING FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND
A
SIZE OF 90 cm x60 cm INCLUDING ALL OTHER MATERIAL AS LABOUR CHARGES
ETC.COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS | 1 | no | 1,900 ₹1,900 Lowest | 2,548.1 ₹2,548.1 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
19 Sept 2025, 3:00 pmClosed
PRAJISHA A.R
AE LID EW ANANGANADI GP
PRO NO. 39/26 Karayanamkunnu Road Renovation
2025_LSGD_792713_21
T2/2025-26/AE/LSGD/ANGDY
Open Tender
Civil Works - Roads
Item Rate
Ananganadi
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,592
Yes
14 Oct 2025
11 Sept 2025
22 Sept 2025
11 Sept 2025
19 Sept 2025
11 Sept 2025
Amount
SIDE PROTECTION
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD268831/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. Complete as per direction of Departmental officers at site
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD274214/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
OD268832/2025-2026: SUPPLYING FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND A SIZE OF 90 cm x60 cm INCLUDING ALL OTHER MATERIAL AS LABOUR CHARGES ETC.COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS
VINODKUMAR (BID ID -2345395)
Bidder Name
MOHANAN V K
VINODKUMAR
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