}

Tender For Lrrp-Lrrp-2024-25-Parassala Lac-Sl.No.3247-Athiyannoorvilakom Kuzhinjamvila Road -Parassala Gp Thiruvananthapuram District-3247/25-General Civil Work - Retaring & Interlock 2 2.1:Clearing Grass And Removal Of Rubbish Clearing Grass And Remova, parassala-Kerala

Local Self Government Department has published Tender For Lrrp-Lrrp-2024-25-Parassala Lac-Sl.No.3247-Athiyannoorvilakom Kuzhinjamvila Road -Parassala Gp Thiruvananthapuram District-3247/25-General Civil Work - Retaring & Interlock 2 2.1:Clearing Grass And Removal Of Rubbish Clearing Grass And Remova. Submission Date for this Tender is 22-07-2025. Road Work Tenders in parassala Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

50108042
Tender For Lrrp-Lrrp-2024-25-Parassala Lac-Sl.No.3247-Athiyannoorvilakom Kuzhinjamvila Road -Parassala Gp Thiruvananthapuram District-3247/25-General Civil Work - Retaring & Interlock 2 2.1:Clearing Grass And Removal Of Rubbish Clearing Grass And Remova
Tender
Indian
Kerala
Parassala
22-07-2025

Tender Documents

Tender Details

Tender For LRRP-LRRP-2024-25-Parassala LAC-Sl.no.3247-Athiyannoorvilakom Kuzhinjamvila road -Parassala GP Thiruvananthapuram District-3247/25-General Civil Work - retaring & interlock 2 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means 3 OD69621/2025-2026:earth removed on road surface 4 OD69626/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means &lt;br&gt; 5 OD70241/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/quarry muck. spreading in layers, levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade. 6 4.1.A.1: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 OD69627/2025-2026: Interlocking concrete block pavementProviding and laying of interlocking concrete block pavements having thickness 80 mm as per drawing and technical specification clause 1504 8 OD69665/2025-2026:MorD: Surface dressing of the ground in All kinds of soil 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. 9 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) 10 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 11 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 12 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) 13 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 14 OD69625/2025-2026: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 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)

Key Value

Document Fees
INR 2760 /-
EMD
INR 42372.0 /-
Tender Value
INR 16.94 Lakhs /-

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