Ward patel nagar me chunnu ke ghar se rattiram ke ghar tak interlocking road evam nali ka nirman karya.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.

Providing & Laying cement concreet in 1:5:10 40mm gauge stone ballast etc. As per DSR 4.1.10

Earth in Embankment in ordinary soil i/c lead 30mt. & lift 1.50 mt. As per DAR 2.25(a)

Construction of granular sub base by providind well graded material spreading in uniform layer with mortar grader on prepared surface , mixed by mix in place mathod with rotavator at OMC , and compaction with smooth wheel roller to achive the desierd dencity complete as per technical specification clause 401.

Ist class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. DSR-6.1.1

Providing & Laying cement concrete 1:2:4 cement C-sand and 20mm gauge stone grit etc. As per DSR (4.1.3)

Supply of 80mm. Thick Zig - Zag Shaped mechanicaly compressed interlocking cement concrete pavers block manufactured by high pressure and controlled vibration machine having minimum 5mm. Thick topping cp cement mixed 20% marble powder the compressive strength of concrete paver blocks shall not be less than 30MPa. & 4.5Kg./No. and ISI marked and as per drawing and confiming IRC-SP-63-2004 including cost of material, labour, T&P etc. required for proper completion of work as directed by E/I.

12mm thick plaster with cement approved C-sand in 1:4 including supply of all materials labour and T&P etc. required for proper completion of the work. (As per DSR 13.4.1)

Neat cement punning

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) .As per DSR 5.2.2