}

Tender For Lrrp-Lrrp 2024-25 ,Thavanoor Lac, Sl.No:1931, Pothanoor Nellakara Road ,Kaladi Gp, Malappuram Dist-Ward 16-General Civil Work - Road Concrete Work 2 3.2:Preparation Of Foundation For Embankment
Scarifying Existing Bituminous Surface To A, kaladi-Kerala

Local Self Government Department has published Tender For Lrrp-Lrrp 2024-25 ,Thavanoor Lac, Sl.No:1931, Pothanoor Nellakara Road ,Kaladi Gp, Malappuram Dist-Ward 16-General Civil Work - Road Concrete Work 2 3.2:Preparation Of Foundation For Embankment
Scarifying Existing Bituminous Surface To A. Submission Date for this Tender is 24-03-2025. Road Work Tenders in kaladi Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

48290275
Tender For Lrrp-Lrrp 2024-25 ,Thavanoor Lac, Sl.No:1931, Pothanoor Nellakara Road ,Kaladi Gp, Malappuram Dist-Ward 16-General Civil Work - Road Concrete Work 2 3.2:Preparation Of Foundation For Embankment <Br> Scarifying Existing Bituminous Surface To A
Open Tender
Indian
Kerala
Kaladi
24-03-2025

Tender Details

Tender For Lrrp-Lrrp 2024-25 ,Thavanoor Lac, Sl.No:1931, Pothanoor Nellakara Road ,Kaladi Gp, Malappuram Dist-Ward 16-General Civil Work - ROAD CONCRETE WORK 2 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying 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. 3 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65Construction 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. 4 5.2.1a:Tack Coat 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. 5 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Providing, 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 509By Manual Means :- Type A(II) Bitumen (S-65) 6 OD286931/2024-2025:[OD from DAR 2.28.1]- Surface dressing of the ground including removing vegetataion and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil Details of cost for 100 sqm 7 OD286933/2024-2025:[OD from DAR 51.2.3]- Filling with Quarry Muck. Filling up low lying and water logged areas with local materials/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for the improving the CBR value of subgrade Details of cost for 300 cum 8 OD286932/2024-2025:[OD from MORD 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 as required including compaction, finishing and tamping etc. complete Max. size of course aggregate not exceeding 25mm, mixed in concrete mixer etc complete as per specification (i) Normal mix (1:2:4) (excluding form work) 9 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead 10 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 11 5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 12 OD458062/2024-2025: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 fixedover aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick witharea 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 bymeans 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 approveddrawing and clause 801 includinglettering symbols etc. (Derived from MoRD spec 10.3.A.2)

Key Value

Document Fees
INR 2760 /-
EMD
INR 50000.0 /-
Tender Value
INR 20.68 Lakhs /-
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