Construction work of interlocking from the pitch road on the eastern side of Vikas Bhawan to the gate of the transit hostel.

Dismental interloking or tiles work with all complete.

Disposal of Mlaba upto 5 km distance etc all complete.

Earth work in excavation by mechanical means (Hydraulic jexcavatorj/ manuai means over areas (exceedng 30 cm n depth, 1.5 m in width as well as 10 sqm on plan) including lgetting out and disposal of excavated earth lead upto S50 m

4:8 (1 Cement 4 coarse sand (zone-llI) denved from natural souices 8 qiùed stoie Qjqregate 40 mm nominal size doriuad from natural couracl DSR 4.1.8(2023)

Brick work with common burnt clay FPS (non modulari bricks of class designation 7.5 in superstructure above Iplinth level up to floor V level in all shapes and sizes in |Cement mortar 14 (1) cement 4 coarse sand) DSR 6.2.1 l(2023)

12 mm cement plaster of mix 1:4 (1 cemnent 4 coarse sand) DSR 13.4.1 (2023)

Reinforced cement concrete work in beams, suspended floors. roofs having slope up to 15 landings, balconies, shelves chagas, linteis bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 11.53 (1) cement 15 coarse |sand(zone-lli) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.3 (2023)

Mild steel iron in plain work such as in rainforced concrete or rainforce brick work wrought to required shape as |necessary cutting .bending for proper completion of work and incuding supply of steel its wastage bend hooks and authorised overlapping shall be measured required to |proper completion of the work S.INo.504

Earth work by cartage from 2.00 km distance ramming |Dressing and Levelling for completion work as per S.I. No.253

Construction of granular sub base of providing well greded materials ,spreding in unifrom layers with mortar grader on prepared surface mixing by mix place method with rotavetor at omc and compacting with smoth weel roter to archive the disered density,compact as per technical |specification clause 401

Providing and laying Rubber Moulded Reflective Zig-Zag |80 mm thick tiles of precost compressed C.C passing minimum 30 megapascBe compressive strenth I.S.I Marked.

S/Fof sign board and photography.