Formation of CC Pavement at 3 sides of office building in Market Yard, Macherla of A.M.C, Macherla in Palnadu District

Earth work excavation in foundation for Buildings and depositing the earth on bank with an initial lead of 10 M and lift of 2 M in loamy, clayee soils like Black Cotton, red earth, ordinary gravelly soils excluding rock, includingshoring, strutting, sheet planking, and bailing out water etc., dressing the bottom of foundation with uniform surface in all directions and thoroughly rammed before laying of concrete etc., complete as per standared specifications for finished item of work as directed by the Engineer-in-charge of work.

Granular sub-base/base/surface course with gravel (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rota.or at once and compacting with smooth wheel roller to achieve the desired density complete as per standard specifications and as directed by the departmental Engineer-in-Charge

Providng, laying, spreading and compacting graded HBG crushed stone aggregate to Wetmix macadem secification including cost of all materials and including premixing site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibrating roller to achieve the disired density etc., as directed by the Engineer-in-Charge.

V.C.C M20 grade Nominal mix by using 66.66% of 40mm and 33.33% of 20mm HBG metal machine crushed metal as per SS 108, machine mixing concrete laying in position in layer not exceeding 150mm in thickness, including cost and conveyance of all materials and all other materials from approved source to site including labour charges for scaffolding, centering, machine mixing, laying, vibrating and curing for various heights and depths including all incidental and operational charges, all water leads and lifts etc., complete for finished item of work as per standard specifications.

Providing Poly sheet of 125 microns to separate the wetmix and VCC concrete to obtain required strength including cost and conveyance of all materials and all labour chrges etc., complete.

Construction of Sawn joint groove (using diamond studded blades 3 to 5mm wide, 25mm complying with clause 602.6.5) of specification of roads and bridge work (3rd revision) published art New Delhi in 1995 by IRC on Behalf of Government of India, Ministrey of surface transport and as detailed in the drawings. The contaction joins shall be cut neatly with straight line. The Joint Ceiling compound shall be of not poured bitumen type ceiling compound shall be not poured bitumen type having flexibility, resistance to age hardening and durability of the sealant shall be in accordance with BS 5212 (Part-2) with all lead and lift including cost and conveyance of all materials and all labour charges etc., completed and as directed by the Departmental Engineer-in-Charge

Supply and filling of hot sealing compound ( Grade A) ISI poly sulphide and sealing joints includng cost and conveyance of the all materials etc for expansion and contraction joints at 4.50 m interval / for longitudinal/transverse joints as per MORTH specifications