}

Tender For Annual Plan-Cbp 2025-26 Pro No 71 Punathil Poyil Neroth Palam -Chelannur Gp-General Civil Work - Culvert Across Canal 2 Od56286/2025-2026:Pumping Or Bailing Out Water And Removing Slush Etc By Using Pump Set Including Cost Of Labour, Oil Hire, chelannur-Kerala

Local Self Government Department has published Tender For Annual Plan-Cbp 2025-26 Pro No 71 Punathil Poyil Neroth Palam -Chelannur Gp-General Civil Work - Culvert Across Canal 2 Od56286/2025-2026:Pumping Or Bailing Out Water And Removing Slush Etc By Using Pump Set Including Cost Of Labour, Oil Hire. Submission Date for this Tender is 19-08-2025. Canal Construction Tenders in chelannur Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

50645573
Tender For Annual Plan-Cbp 2025-26 Pro No 71 Punathil Poyil Neroth Palam -Chelannur Gp-General Civil Work - Culvert Across Canal 2 Od56286/2025-2026:Pumping Or Bailing Out Water And Removing Slush Etc By Using Pump Set Including Cost Of Labour, Oil Hire
Tender
Indian
Kerala
Chelannur
19-08-2025

Tender Details

Tender For Annual Plan-CBP 2025-26 Pro No 71 Punathil Poyil Neroth Palam -Chelannur GP-General Civil Work - Culvert across Canal 2 OD56286/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete 3 11.1.1.1:Excavation for StructuresEarthwork 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 4 11.1.2: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.II. Ordinary rock (not requiring blasting)Upto 3 m depth 5 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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.(i) For Grading I Material 6 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(i) Nominal mix 1:3:6 7 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 8 12.5.3: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 mIII. R.C.C grade M 20 9 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 10 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I. R.C.C grade M 20(i) For nominal mix 1:2:4 11 3.15.1:Compacting Original Ground(i) Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 12 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) 13 10.11:Boundary PillarReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 14 OD139757/2025-2026:Providing and fixing Name Board with polished marble slab of size 60cm x 45cm including lettering cost, conveyance and labour charges etc complete

Key Value

Document Fees
INR 2760 /-
EMD
INR 27523.0 /-
Tender Value
INR 11 Lakhs /-

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