}

Tender For Lrrp-Lrrp 2024-25, Kalamassery Lac, Sl.No:615, Parayamparambu Kunjumuhammed Road- Ward 10, Karumalloor Gp, Ernakulam District-.-General Civil Work - Drain Construction 2 3.5.1:Excavation In Cutting In Soil By Manual Means With Lead Upto 50 Me, karumalloor-Kerala

Local Self Government Department has published Tender For Lrrp-Lrrp 2024-25, Kalamassery Lac, Sl.No:615, Parayamparambu Kunjumuhammed Road- Ward 10, Karumalloor Gp, Ernakulam District-.-General Civil Work - Drain Construction 2 3.5.1:Excavation In Cutting In Soil By Manual Means With Lead Upto 50 Me. Submission Date for this Tender is 12-08-2025. Road Work Tenders in karumalloor Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

50517310
Corrigendum : Tender For Lrrp-Lrrp 2024-25, Kalamassery Lac, Sl.No:615, Parayamparambu Kunjumuhammed Road- Ward 10, Karumalloor Gp, Ernakulam District-.-General Civil Work - Drain Construction 2 3.5.1:Excavation In Cutting In Soil By Manual Means With Lead Upto 50 Me
Tender
Indian
Kerala
Karumalloor
12-08-2025

Tender Details

Tender For Lrrp-Lrrp 2024-25, Kalamassery Lac, Sl.No:615, Parayamparambu Kunjumuhammed Road- Ward 10, Karumalloor Gp, Ernakulam District-.-General Civil Work - Drain Construction 2 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation 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 3 OD309277/2024-2025:DR Packing under Foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.2 4 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 5 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) 6 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) 7 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 8 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 9 OD488547/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty 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 801including lettering symbols etc. (Derived from MoRD spec 10.3.A.2) 10 Interlock tile laying 11 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 12 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 13 OD146700/2025-2026:Providing and laying of interlocking concrete Block pavements using 80mm M40 hydraulic block of approved size, design, & shape laid in required pattern cover and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc, all complete as per the drection of Eng-in-charge 14 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 11-08-2025 Date extended Date 12-08-2025

Key Value

Document Fees
INR 2760 /-
EMD
INR 41565.0 /-
Tender Value
INR 16.62 Lakhs /-
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