URGENT REQUIREMENT OF 2 X RETAINING WALL 01 X HARD STANDING GROUND AT ALERT TEAM 3 VIKAS SFF UNDER PARA 35 OF DWP 2020 UNDER GE 859 EWS

Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil.

Returning/filling in including spreading, levelling, watering and well ramming in layers n exc 25 cm in hard/dense soil.

Removing excavated material n.exc 50m and depositing where directed at a level n exc 1.5m above the starting point.

Rough excavation not exceeding 1.5 m deep and getting out in hard/dense soil.

M & L for PCC 1:3:6 Type D-2 (using 40mm graded aggr) as in foundations, filling and mass concrete.

M&L for 100 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as cement concrete in Sub-base floors, sub-bases floors and pavings etc complete all as specified.

M&L for 75 mm thick PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in floor finishes.

M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed.

M & L for wall random rubble walling brought up to course with cement mortar 1:6 complete all as specified and directed.

M & L for hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level with broken stone/boulder and base for hard standing complete all as specified and directed.

M & L for raised pointing to random or polygonal rubble, un coursed or brought upto courses with cement mortar 1:4 complete all as specified and directed.

M & L for cement concrete 1:2:4(using 20mm graded aggr) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed.

S & F PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or fixed into weep holes 75mm bore, complete all as specified and directed.

M&L for hard core of gauge n.exc 63mm (broken stone and boulders), deposited, spread and levelled in layers nexc 15 cm thick, watered and rammed to a true surface.

Forming 12 mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ and 100mm thickness of slab concrete slab complete all as specifed and directed.