Gram Bhadola me Balkar Singh ke dare se Bhadola gaon ki or interlocking tiles va nali Nirman karya

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Earth work in filling with ordinary soil cartage up to 3.0 Km in i/c all.

Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor graderTractor mounted appropriate equipment on prepared surface, mixing by mix in place method with Rotavator at OMC and compacting with Smooth wheel roller to achieve the desired density complete as per Technical Specification Clouse 401

Providing, laying, spreading and compacting Stone aggregates of specific sizes to Water Bound Macadam (WBM-G-III) specification incl spreading in uniform thickness, hand packing , rolling with three wheel 80-100kN static roller in stage to proper grade and camber , applying and brooming , crushable screening to fill \up the interstices of coarse aggregate , watering and compacting tothe required density Grading 3 as per Technical Specification Clause 405.

S/Laying of lean conc. With 1:3:6 mix. 40 mm gauge Brick ballast i/c all as per SI no 800&1200

M-150 class B/W in 1:4 cement & C-sand,infoundation i/c all. as per SI no 600&1200

12mm plaster in 1:4 cement & C/ sand mortar complete in all respects. as per SI. N0-600

Cement Concrete with 2cm. Gauge approved stone grit, coarse sand & cement in proportion of 4:2:1 i/c sipply of all materials, labour, as SI N0-800&1200

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thick ISI marked I shaped Mechanically Compresed interlocking cement concrete paver blocks smooth high gloss finish skid resistant manufacture from rubber mould through vibro compression machine having plan dimension 200*(160+120mm) with minimum 5mm thick topping. The compresive strength of concrete paver block shall not be less than 30 Mpa and weight 4.50kg per no. Conforming To IS:15658-2006 including cost of Material labour T&P. as per drawings and Technical Specification Clause 1504. (Colour Tile)

Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work, (i) 350 to 600 mm dia