CONSTRUCTION OF RAIN WATER HARVESTING IN NEW ACCOMMODATE MET LAB AND Q.C. SECTION INSIDE GCF JABALPUR

Amount

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

Excavating over areas exc 1.5 m but n.exc. 3.0m deep and getting out in any type of soil complete all as specified and directed.

Excavating over areas exc 3.0 m but n.exc. 4.50m deep and getting out in any type of soil complete all as specified and directed.

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

M&L Brick work using fly ash bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed.

M&L 100mm thick cement concrete 1:3:6 type C2 (40mm graded aggregate ) as in sub base of floors complete all as specified and directed.

M&L 50mm thick cement concrete 1:2:4 type B1 (20mm graded aggregate ) as in floors complete all as specified and directed.

M&L Rendering 15 mm thick on fair faces of brick work or cement concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed.

M&L cement concrete 1:2:4 type B1 (20mm graded aggregate ) as in copings, kerbs and similar works and the like including weathering,slightly rounded or chamfered angles and throating complete all as specified and directed.

Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil etc complete all as specified and directed

Removal of excavated materials exceeding 1.5 Km but not exceeding 5 Km and depositing where directed complete all as specified and directed

S&F UPVC pipe/casing SCH-80 not less than 150mm dia for inlet and outlet complete all as specified and directed.

M&L for shingle (pebble) filling coarse gravel graded 5-20mm size as fillter media in fillter bed filled in layer n exc 15 cm thick in each layer spread levelled and rammed in fillter chamber complete all as specified and directed.

M&L for river sand filling (1-2mmsize) in layers as filter media in fillter chamber complete all as specified and directed.

M&L for geotextiles on top of filter media in filter chamber complete all as specified and directed.

M&L for perforated wire mesh of Stainless steel wire cloth, 0.56mm nominal dia of wire & average width of aperture 1.18mm fixed to the flat of aluminium of size 25x4mm placed at 60Cm c/c both ways fixed top and bottom of mesh and fixing on top of filter media. Fixing nut and bolts shall be of stainless steel of bolt length 15mm to 20mm complete all as specified and directed.

S&F Mild steel ladders with flat and and angle iron frame including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed.

M&L for trial bore minimum of 275mm dia upto 50mtr depth below ground level in any kind of soil strata including hard stone/boulder etc. complete all as specified and directed.

S&F UPVC pipe/casing SCH-40 not less than 225mm dia with a minium depth 30 Mtr as in bore hole etc. complete all as specified and directed.

M&L Reinforced concrete pipes 300mm dia, class NP2, laid & jointed complete with collars complete all as specified and directed.

Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed.

S&F Expanded metal, cut to length, bent to shape required & tying with & including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied & fixed complete to wood or steel members weight not less than 4Kg per square metre complete all as specified and directed.

M & L for preparation of new or previously untreated surfaces of steel of any description, over 10cm in width or girth and apply two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

S&F HDPE pipe SCH-40 150mm bore (perforated pipe) for rain water pipes incukding all necessary jointing, fitting, bend, tee, junctions etc. laid in floors / wall fixed with clamps complete all as specified and directed.

SR ASSOCIATES

TRISHLA CONSTRUCTIONS

M/S. HONEY CONSTRUCTIONS