Municipal Corporation Tender

CC Road;Manufacture as per BIS:12592 (part 1&2) supply & delivery of manhole covers and frames with ISI marking any where in AP., F.O.R destination including loading, unloading & stacking at site but excluding central excise duty,sales tax octroi and other Govt levies etc. as applicable - H.D.-20 with 560mm dia clear opening (I.S.I Mark) 1b/81

CC Road;Manhole repair and raising upto a depth of 0.10mt height over existing 0.90 circular sewer man hole with cement bricks in cm 1:3 prop including internal plastreng 20 mm thick cm 1:3 and external plasterng 12mm thick cm 1:3 with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame . including the cost and conveyance of all materials at site complete and curing for 21 days complete all taxes as per specification etc complete. and excluding Seigniorage charges

CC Road;Supply and placing of RMC grade M 30 ,using 20 mm Graded Metal (MORD & MORTH 12.8 E) as per IS-4926:2003 of following grades 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 54%, 10mm 18%, 6mm 18% 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, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. CASE II : With Batching Plant, Transit Mixer and Concrete Pump Design Mix: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design (cement -350kg/cum)

CC Road;Supply and placing of impermeable plastic sheet 125 micron thickness as a separation membrane over lean mix including cost and conveyance of all materials etc complete

CC Road;Supply and placing of RMC grade M 10 , using 20 mm Graded Metal (MORD & MORTH 12.8 E) as per IS-4926:2003 of following grades 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 54%, 10mm 18%, 6mm 18% 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, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. CASE II : With Batching Plant, Transit Mixer and Concrete Pump Design Mix: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design (cement -220kg)

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 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.

CC Road;Collection and supply and spreading of gravel including watering and rolling with Hand roller irresppective of thickness to achive the desired dencity as per Technical specification and excluding Seigniorage charges

CC Road;Earth work excavation and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308). Earth work excavation Ordinary Soil-Manual Means-Upto 3 m depth