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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC DIAMOND NR CHELORA HEALTH CENTER MATHUKKOTH VARAM KANNUR KERALA 670504 | KANNUR | KANNUR | KERALA | 670504 | ₹4.6 L | L1 | Accepted-AOC agreement executed |
| Sl No | Description | Qty | Unit | Santhosh Kumar T L1 |
|---|---|---|---|---|
| 1.00Interlocking work | ||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 48.6 | cum | 556 ₹27,021.6 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 15.12 | cum | 57.63 ₹871.37 Lowest |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II Material | 16.2 | cum | 2,853.17 ₹46,221.35 Lowest |
| 1.00 | OD348477/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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 Plate compactor to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
(modified from 4.1.A.2) | 5.04 | cum | 2,812.01 ₹14,172.53 Lowest |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 21.87 | cum | 3,154.14 ₹68,981.04 Lowest |
| 1.01 | OD297905/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks(80 mm
thick, M-30) in footpath, parks, lawns, drive ways or light traffic parking etc., of required
strength,thickness & size/ shape, made by table vibratory method using PU mould,laid in
required colour & pattern over 50mm thick compacted bed of 6 mm broken stone
aggregate, compacting and proper embedding/laying of inter locking paver blocks into the
broken stone bedding layer through vibratory compaction by using plate vibrator, filling the
joints with sand and cutting of paver blocks as per required size and pattern, finishing and
sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C.
paver block of M-30 grade with approved colour design and pattern. (16.91.2 modified by
replacing Sand bed 6mm stone aggregate bed ) | 196.2 | sqm | 902.44 ₹1,77,058.73 Lowest |
| 1.01 | 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 | 19.8 | cum | 370.85 ₹7,342.83 Lowest |
| 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 | 3.5 | cum | 7,561.22 ₹26,464.27 Lowest |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 8.75 | cum | 7,389.36 ₹64,656.9 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,710
Closing Date
2 Feb 2026, 6:00 pmClosed
Assistant Engineer
Kannur Muncipal corporation
Annual Plan-280/25-26-INTERLOCKING AT KURUVA POOZHINTE ITTA ROAD and KUNDILE PURA IDAVAZHI SM HOUSE in Division 40-General Civil Work
2026_LSGD_831065_2
AE101/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,710
Yes
15 Aug 2026
27 Jan 2026
4 Feb 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
Interlocking work
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II Material
OD348477/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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 Plate compactor to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material (modified from 4.1.A.2)
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
OD297905/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks(80 mm thick, M-30) in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength,thickness & size/ shape, made by table vibratory method using PU mould,laid in required colour & pattern over 50mm thick compacted bed of 6 mm broken stone aggregate, compacting and proper embedding/laying of inter locking paver blocks into the broken stone bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved colour design and pattern. (16.91.2 modified by replacing Sand bed 6mm stone aggregate bed )
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
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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
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