Municipal Corporation Tender

civil;Providing and placing of Ready Mix Concrete of Grade M-30 with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1. The rate of RMC is worked out with manufactured sand (rock sand) and natural river sand in the ratio of 50:50. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.

civil;Providing and placing of Ready Mix Concrete of Grade M-10 with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1. The rate of RMC is worked out with manufactured sand (rock sand) and natural river sand in the ratio of 50:50. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.

civil;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 / 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.