SPECIAL REPAIR TO AREA DRAINAGE AND FOOTPATH IN PARAMESHWARAN ENCLAVE UNDER GE (ARMY) TRIVANDRUM

Amount

Demolition of concrete in ground floors and paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed.

M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate in 100mm thick as in sub base complete all as specified and directed.

M&L for Chequered cement concrete tiles, with grey cement and pigment, size 30cm x30cm x20mm thick set, jointed and pointed in neat cement slurry in floors, laid over and including 15mm thick screed bed in CM 1:4 complete all as specified and directed.

Dismantling of PCC block masonry built in cement mortar complete all as specified and directed.

Demolition of RCC slabs (Drain Cover) or similar works (above or below ground level) complete all as specified and directed.

Excavating in trenches, in soft/loose soil not exceeding 1.5 m deep and not exceeding 1.5m in depth for foundation etc, or for shafts, wells, cesspits , manholes etc not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out complete all as specified and directed.

Returning and filling in using soil obtained from excavation including spreading, leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed.

Removing excavated materials to a distance not exceeding 50 m and deposited where directed at level not exceeding 1.5 m above the starting point complete all as specified and directed.

M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed complete all as specified and directed.

M&L for precast cement concrete 1:3:6 type C1 block masonry with solid blocks, exceeding 10 cm in width and setting in mortar 1:4 complete all as specified and directed.

M&L for rendering 10 mm thick in cement mortar 1:4 on stone surface or similar surfaces, finished even and smooth without using extra cement complete all as specified and directed.

M&L for cement concrete 1:3:6, type C 1 using 20 mm graded stone aggregate as in copings, band, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitered/ stopped ends complete all as specified and directed.

M&L for Precast cement concrete 1:2:4 type B1 using 20mm graded aggregate for cover slabs (drain covers and similar works) set in CM 1:6 complete all as specified and directed.

M&L for providing TMT bars as reinforcement for concrete, 10 mm and over dia cut to length bent to shape required including bending hooking, binding with MS wire not less than 0.9 mm dia complete all as specified and directed.

M&L for Reinforced concrete pipes, class NP3, 300mm bore dia, laid and fixed in position complete all as specified and directed.

SHILPA ENGINEERS AND CONTRACTORS

M/S Vadakkeparambil Electro-Mechanic Service

U K construction

B.LAMBODHARAN