Municipality Tender

CC road;Saw cut joints for freshly laid concrete pavement including all material and labour charges (Groooves 2-3mm)

CC road;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum presssure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical travelling, finishing with sound 7 edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the workas( per quotation)

CC road;Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (Grade), coarse and fine aggregates conforming to 15: 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropelate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates Including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 21-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

CC road;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 scourse on a well prepared subbase and compacting with smooth wheel roller of 80 to 100kN/ Vibratory Roller 80-100 kN 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 MORD/MORTH. RBR-SBBS-11

CC road;Construction of granular sub-base by providing well graded material/Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place 4 method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN/ Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD/MORTH

CC road;Manufacturing, supply, delivery,laying and jointing of 160mm dia double socket PVC/SWR pipe 3 4kg/1sqcm including cost and convenyance of pipes and all labour charges etc. complete (Every 15mtrs interval under the ground) TBSP-H.J-22