Construction of RCC drain and CC street on both sides in Gali No. 6 of Ward 70 Janakpuri A-Block.

Dismentiling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the engineer in charge with in a distance of 60 metre (200 feet )

Dismentiling of old damage brick work and stone work i/c stacking of dismentiling materials as directed by E/I with in a distance of 60.00 M

Earth work in embackment ordinary soil excavation to be in the form of regular pits not exceeding 0.50m in depth earth work in embankment RMR

concrete with 4 cm gauge brick ballast fine sand of 1.25 FM and cement in proportion of 1:6:12 in foundation under floors including supply of all material labour tools & plants etc .

R.C.C work with cement approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors & window excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc. and supply of all materials,labour,tools & plants etc .required for proper completion of the work including cost of binding wire.the rate excludes making of drip course which shall be paid extra etc.all complete as per direction of engineer in charge .(for slab)

Mild steel or iron for plain work such as reinforcement concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of work as per E/I

Supply and laying 0f 22.4 to 53 mm gauge stone ballast with stacking for measurmentetc all complete as pre direction of engineer in charge

Supply of screening material with stacking for measurement etc all complete as per direction of engineer in - charge

consolidation for above stone ballast and GSB including sorting into three size compacting by 8 tonn road roller including hire fuel charge including required compaction etc all complete as per direction of engineer in charge

construction of un reinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coaresand fine aggregate conforming to PWD SOR 2022