SPECIAL REPAIRS TO ROAD INCLUDING RETAINING WALL BETWEEN WELLINGTON LAKE SUPPLY DEPOT UNDER GE WELLINGTON

Amount

Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out clearing away all grass vegetation, saplings shrubs, brushwood, undergrowth, roots, and trees not exceeding 30cm grith and removing rubbish upto a distance of 50 meters outside the periphery of the area under clearance in any type of soil complete all as specified and directed.

Boring of bored cast in situ piles 16 meters in soil and getting out and disposal of soil to a distance 50 meters using DMC method (Direct mud circulation) all as specified and directed.

Reinforced cement concrete (1:1½:3) type Al using 20mm graded stone aggregate as in bored pile 16m length from cut off level all as specified and directed.

Rough excavation not exceeding 1.5m deep and getting out as in any type of soil and all as specified and directed.

Excavation over areas, not exceeding 1.5m deep and getting out in any type of soil and all as specified and directed.

Excavation over areas, exceeding 1.5mtr but not exceeding 3.0mtr deep getting out in any type of soil and all as specified and directed.

Plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concreting, complete all as specified and directed.

Reinforced cement concrete (Design Mix M-25) using 20mm graded stone agregate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc, basement slabs, under reamed piles and mass concrete all as specified and directed.

Reinforced cement concrete (Design Mix M-25) using 20mm graded stone agregate in walls, retaining walls, basement walls, ballast wall and the like, any thickness, above top of footings including attached pilasters and buttresses all as specified and directed.

Use and waste of steel formwork to sides of concrete foundations, footings, base of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work; vertical or to batter for fair finished surface of concrete flat complete all as specified and directed.

Use and waste of steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillaster, buttresses etc, vertical or batter for fair finished surface of concrete flat complete all as specified and directed.

Mild steel TMT bars 10mm dia and over cut to length, bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed.

PVC (SWR) pipes 75mm bore single socketed, in any length with rubber ring joints, fixed to walls with clamp, complete all as specified and as directed.

Hand packing broken stone aggrgate (any thickness) at back of walls over arches etc and raising (or lowering) to the required level all as specified and as directed.

Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in hard/ dense soil complete all as specified and directed

Removing excavated soil/ material to a distance exceeeding 500m and not exceeding 1.5Km and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.

Preparation of new plastered surface of walls and applying cement wash with Portland cement slurry 02 coats to a smooth bodied opaque finish all as specified and directed.

Forming 12mm thick Expansion joints filled with Pre-formed bitumious filler and top 30mm primed and sealed with sealing compound Grade 'A' all as specified and directed.

Moorun/ red bajri filling in back filling/ floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering all as specified and directed.

Pre-cast cement concrete block masnory with solid block exceeding 10cm in width and setting in cment mortar 1:6 type C1 1:3:6 using 20mm graded stone aggregate complete all as specified and directed

Providing Cement concrete 1:3:6, type C1, using 20mm graded stone aggregate as in coping, cills, string courses, apex stone, bed plates, kerbs and the like including chamfired on edges (including necessry form work straight or curved) complete all as specified and directed

Rendering 10mm thick cement mortar 1:6 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement all as specified and as directed

Sree Constructions