Construction of wall Interlocking tles and paint work in Park Moh Dungarpur ward no-22 Rampur

Dismentling cement concrete or brick or granolithic floor including base concrete and including stacking of dismentled material as directed by the engineer in charge with in a distance of 60 meter (200 feet)

Deduction of old and workable brick 40% of item no-2

Deduction of brick bats for 60% 0f item no-01

Earthwork in cutting or in embankment by manual mean in ordinary soil, excavationto be in the from of regular pits not exceeding1/2 meter (20") depth and earth work in embankment to be in 20cm (8") layers including ramming and dressing the surface to required level and slopes and also including 1.5 M(5') lifts and 30M (100ft) lead.distanceas directed by the engineer-in-charge

Cement Concrete with 4cm gauge approved Stone ballast coarse sand and cement in proporation of 12:6:1 inculuding supply of all materail labour and T&P etc.required for proper completion.

M-150 brick work in 1:4 with one cement and four course sand mortar in foundation and plinth (Substructure) inculuding supply of all meterials,labour and T&P etc.reuired for proper complete of work.

12mm thick plaster in 1:4 with one part cement and four part of approved coarse sand mortar including supply of all material, labour and T&P etc. required for proper completion of work.

Cement Concrete with 4cm gauge approved stone ballast coarse sand and cement in proporation of 4:2:1 but with 2 cm gauge stone grit instead of 4cm gauge stone ballast including supply of all materials labour and T&P etc for proper completion of work.

Mild steel of iron of samll size and section such as holding down bolts hold fast road,grathings etc of fabrication of hold fast nosing hold fast including bending for proper completion of the work

Supply & fixing 80 mm thick Precast cement concerete I-Shape interlocking paver block a with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds through vibro compression machanism the compressive strenght of concrere paver block shall not be less than 30MPA (M-30) and wight 5KG per no confirming to IS 15658-2006 with a 4 cm thick layer of fine sand including cost of material, labour, T&P Taxes etc. requried for proper completion of the work as directed by Enginner-in-charge. (1) Gray color