Municipality Tender

CC road;Plan Cement concrete (1:3:6) using 20 mm HBG gradest metal machine crushed grade from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales de other taxes on all materials and including all charges for machine mixing, Centering and laying concrete in under bed and side walls, compacted by vibration including curing for 14 days complete but excluding cost of steel and its fabrication charges for funished item of work as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-ENDN-4 For Drain Walls 450mm size Drain

CC road;Carting of surplus earth including loading, unloading and conveyance upto 3kms including all labour charges RBR-FNDN-2 Qty as per item No.01 Restricted to 75% Road

CC road;Earthwork in excavation for roadway in soil and drains as pes drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and diqqnal up and of 50m ete complete for where depth is less than 1.50 times the width (RBR-FNDN-1)

CC road;Carting of surplus earth including loading, unloading and conveyanc upto Skans including all labour charges

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 mixuer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared subtuse 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 un-reinforced, dowel jointed at espansion 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 IS: 383, maximum 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 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;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 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;Saw cut joints for freshly laid concrete pavement including all material and labour charges(Groooves 2-3mm)