Municipality Tender

CC Road;Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

CC Road;Earthwork in excavation for Foundation of Buildings as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

CC Road;Collection & Supply of gravel and spreading the gravel including watering and tamping and c/c of all materials and all labour charges etc., complete.,

CC Road;Vaccum Drying of Freshly laid cement floor using 100% air tight suction mat of suitable size and length vaccum pump to maintain vaccum pressure 0.7-0.8 atomsphere as per the standard procedure floating with power floater, mechanical, travelling, finishing with sound edges and corners, including here and operational charges of machinery labour fuel etc., complete for finished item of work as directed by the Engineer in charge of the work

CC Road;Saw cut joints for freshly laid concrete pavement including all materials and labour charges

CC Road;Curing compound including spraying at 0.25 Ltr per Sqm

CC Road;Construction of un - reinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavment, thickness as per design, over a prepared sub base, with 43 grade cement of only other type as per clause 1501.2.2 M30 (grade) coare and fine aggregates conforming to IS: 383 maximam in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side from work ( steel channel, laying and fixing of 125 micron thick polyteen film, wedges, steel plates including leveling the form work as per drawing ) spreading the concrete with sholvels, sakes, completed using needls, scareed and palte vibrators and finished in continuous, construciton joints applying debinding strips, primer, sealant, dowel bars, near approches to bridge/culvert and construciton joints, admixtures as approved, curing of concrete slabs for 14 days, curing compound ( where specified) and water finished to lines and grade as per drawing and techncal specification.

CC Road;Plain Cement concrete (1:5:10) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size HBG crushed metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.

CC Road;Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam(WMM) 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 Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete

CC Road;Earthwork in excavation for Foundation of Buildings as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH