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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Kurian Thomas L2 | KDS engineering construction L1 | ANIL KARUNAN L3 |
|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||
| 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 | 49.35 | cum | 879 ₹43,378.65 | 856.62 ₹42,274.2 Lowest | 924.07 ₹45,602.85 |
| 1.00 | OD364172/2025-2026: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 | 237.47 | cum | 4,213.2 ₹10,00,529.67 | 4,105.78 ₹9,75,020.11 Lowest | 4,429.06 ₹10,51,791.02 |
| 1.00 | 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 | 48.99 | cum | 9,227.9 ₹4,52,074.82 | 8,992.59 ₹4,40,546.98 Lowest | 9,700.65 ₹4,75,234.84 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 4.26 | tonne | 93,741 ₹3,99,524.14 | 91,351.08 ₹3,89,338.3 Lowest | 98,543.87 ₹4,19,993.97 |
| 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) | 2.35 | cum | 8,880 ₹20,868 | 8,653.75 ₹20,336.31 Lowest | 9,335.12 ₹21,937.53 |
| 1.01 | OD273947/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | 927 | per sqm | 34.3 ₹31,796.1 | 33.43 ₹30,989.61 Lowest | 36.06 ₹33,427.62 |
| 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. | 81.9 | cum | 2,319.5 ₹1,89,967.05 | 2,260.65 ₹1,85,147.24 Lowest | 2,438.64 ₹1,99,724.62 |
| 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) | 139.05 | cum | 8,926.15 ₹12,41,181.16 | 8,698.54 ₹12,09,531.99 Lowest | 9,383.45 ₹13,04,768.72 |
| 1.01 | OD364295/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 1.08 | sqm | 7,485 ₹8,083.8 | 7,294.35 ₹7,877.9 Lowest | 7,868.69 ₹8,498.19 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
9 Feb 2026, 5:00 pmClosed
Executive Engineer
Office of the executive engineer LID and EW Division Wayanad DP
MLA-ADF - 2024-25 - Sulthan Bathery LAC - Oottykavala bridge Side protection and Related activities - Pulpally GP
2026_LSGD_831759_24
D2-2374/2025(12)
Open Tender
Civil Works - Bridges
Item Rate
300 days
Kalpetta
Please refer in tender document
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
2 May 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
Road Concrete
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
OD364172/2025-2026: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
11.4.4: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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
OD273947/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m
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)
OD364295/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
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