Construction Work

Site clerence

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.\ In cement mortar

Dewatering work of undergrounding water as well as surface water with the help of diesel engine pumping set during earth work in excavation of foundation for laying lean concrete and brick work in foudation (or as required), hire charging of pumping set, Fuel charge, labour and other T&P including cost of operation as per requirement at site & as direction by Engineer-in-Charge

Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift up to1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)(D.S.R -4.1.8)

Plain/reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204

Supplying, fiting and placing HYSD bar reinforcement in Foundation Complete as per Drawing and technical specifications Clause 1000 and 1202

Construction of granular sub base (GSB) by providing coarse grade material spreading in uniform layers with mortar grade on prepared surface mixing by mix in place method with rotavetar at OMGSB/RBM spreaing in uniform layor mortar grader on prepared surface mix in place method with rotavaror at OMC at compacting with vibratory roller to achive the desired complete surface.

Supplying & Laying of 80 mm precast cement concrete I -shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200x(160+120mm) O.P. Cement , smoot high gloss finish, skid resistant manufactured from rubber moulds through vibro- compression mechanism . The compressive strength of concrete paver block shall not be less than 30Mpa (m-30) and weight 5kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T&Petc required for proper completion of the work as directed by Egneer-in charge.(ISI MARK INTERLOKING TILES)

Brick masonry work in cement mortar (1:4) in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204