PROVISION OF TREATED WATER SUMP FOR STP AT AFS BIDAR

Amount

Excavation over areas n exc 1.5m deep and getting out in hard dense soil all as specified and as directed.

Excavation over areas exc 1.5m & not exc 3m deep and getting out in soft/disintegrated rock (laterite) all as specified and as directed.

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

Removing of excavated soil to a distance exc 1.50Km and n. exc 5.00Km and depositing where directed at a level n exc 1.50m above the starting point all as specified and as directed.

Plain cement concrete 1:2:4 mix type B2 using 40mm graded stone aggregate as in foundation filling and mass concrete all as specified and as directed.

RCC M30 design mix using 20mm graded stone aggregate as in base slab concrete all as specified and as directed.

Form work for rough finished sides of concrete base slab all as specified and as directed.

RCC M30 design mix using 20mm graded stone aggregate as in wall all as specified and as directed.

Form work to faces of RCC wall all as specified and as directed.

RCC M30 design mix using 20mm graded stone aggregate as in roof slab, cover slab, etc., all as specified and as directed.

Form work to soffits of roof slab / cover slab all as specified and as directed.

Form work to curved surface of manhole portion all as specified and as directed.

Reinforcement for concrete with mild steel TMT bars 6mm to 8mm, cut to length, bent to shape required, including cranking bending and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, all as specified and directed.

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

Rendering 10mm thick in cement mortar 1:3 on faces of concrete surfaces finishing the surface even and smooth without using extra cement mixed with water proofing compound all as specified and directed. Note :- supply only water proofing compound shall be measured and paid separately.

Supply only integral water proofing compound liquid.

Rendering 5mm thick in cement mortar 1:3 on concrete surfaces finished even and smooth without using extra cement all as specified and directed.

Applying two coats of cement base paint over a coat of white wash including preparation of newly plastered surfaces all as specified and directed.

Preparation of new steel surfaces of ladder and applying two coats of synthetic enamel paint over a coat of red oxide primer etc all as specified and as directed.

Preparation of new steel and iron surfaces of any description, over 10cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of primer.

Mild steel framed work such as grills, gratings etc.. with ends of bars shouldered and/or riveted or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walkways; railings; frame works of water tanks and similar work confirming to Fe.290.Gde-E-165.

100 dia bore cast iron sand cast vent and over flow pipes in any length with or without ears, with cement joints, laid in trenches or in floors or fixed on walls all as specified and directed.

Laying only GI Pipe 20mm dia bore including necessary fittings in trenches/ surface complete all as specified and as directed.

Laying only GI Pipe 25mm dia bore including necessary fittings in trenches/ surface complete all as specified and as directed.

Laying only GI Pipe 50mm dia bore including necessary fittings in trenches/ surface complete all as specified and as directed. NOTE FOR ITEM NOS 23, 24 and 25: GI pipe will be issued under Schedule 'B' free for fixing.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for taking out/for laying under ground pipes etc and getting out in soft/loose soil complete all as specified and as directed.

Removing excavated soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed.

Gun metal globe or gate valve 20mm dia bore with iron wheel head, screwed both ends for GI Pipe complete all as specified and directed.

Gun metal globe or gate valve 25mm dia bore with iron wheel head, screwed both ends for GI Pipe complete all as specified and directed.

Gun metal globe or gate valve 50mm dia bore with iron wheel head, screwed both ends for GI Pipe complete all as specified and directed.

M/s S.L.Chablani

Siddique constructions