Kalpetta Municiapality 2020-21(pr no.91)Pallithazhe Drainage slab Construction

Amount

Drainage & Road

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.

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

od891060/2020_2021 : :Construction of Plain Cement Concrete Pavement (WITHOUT FORM WORK) : Mord Item 6.4 Modified Construction of Plain Cement Concrete Pavement, thickness as per design,over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 (M 20 grade), coarse and fine aggregates conforming to IS 383 (maximum size of coarse aggregate not exceeding 25 mm) mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, wedges,steel plates including leveling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle vibrators and finished in continuous operation including provision of contraction and expansion construction joints, curing of concrete slabs for 14 days, with water finishing to lines and grade as per drawing and Technical Specifications clause 1501

od891061/2020_2021 : Construction of Plain Cement Concrete Pavement (WITH FORM WORK) : Mord Item 6.4 ModifiedConstruction of Plain Cement Concrete Pavement, thickness as per design,over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 (M 20 grade), coarse and fine aggregates conforming to IS 383 (maximum size of coarse aggregate not exceeding 25 mm) mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, wedges,steel plates including leveling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle vibrators and finished in continuous operation including provision of contraction and expansion construction joints, curing of concrete slabs for 14 days, with water finishing to lines and grade as per drawing and Technical Specifications clause 1501&lt;br&gt;

13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202

PULPALLY LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD

Bidder Name

PULPALLY LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD

LATHIF ALLIPPARA