36 - Kasba Baraut mai vibhin sthano pr CC Sadak avm Biittumin ki sadko ki marammat ka karya.

Brick on edge pavement on patries with brick laid dry joint filled with local sand in comp.position (s.i-763)

Contruction of granular sub- base by providing well graded material spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavtor at OMC,and compacting with smooth wheel roller to achieve the desired drnsity ,as per MORD,specification 401

M-150 brick work in (1:3) mortar with cement and c/sand in drain in comp.position (s.i-307)

12 mm thick plaster in( mortar with (1:3)cement and c/sand on brick work in comp position (s.i-582a)

cc work in (1:2:4) mortar with 2cm gauge stone grit cement c/sand in septic tank bed including all material labour tools etc in comp.position (s.i-281)

Rcc work in ((1:1.5;3) in drain side ramp with 2.0cm gauge cement c/sand in culvert slab and road side beam in comp.position (s.i-284)a

mild steel in rcc work in comp.position s.i. no 504

supply and laying of 80mm thick cc rubber mouid tile I-shape mechanically compressed interloking paver block manufactured by high pressure and control vibration machine having plan dimension 200*(160+120mm)with minium 5mm topping of O.P cement mixed with 25% marble powder .The compressive strength of concrete paver block shall not be less than 30Mpa and 4.5 kg per no.including cost of all material labour T&P etc Also including leveling and dressing of surface up to required level and slop filling joints with local sand

M.Siron work of small size and section in channel in comp.position (D.S.R )

Cement Concrete Pavement.construction of un - reinforcement dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other as per clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to is 383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and opproriate weigh batcher using approved weigh batcher using mix design ,laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythen film wedges steel plates including leveling the formwork as per drawing) spreeding the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous opertion including provision of contraction and expansion construction joint applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and construction joints admixture as approved curing of concrete slab for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501