PROVN OF WATER SUPPLY IN COOK HOUSE AND BATHROOM, PROVN OF WATR SUPPLY DISTRIBUTION SYSTEM TO ESM CELL, URC COMPLETX, ENGR COY AND SIG COY AT PALLANWALA UNDER GE (SOUTH) AKHNOOR (SECOND CALL).

Amount

Excavation in trenches, not exceeding 1.50 mtr wide and not exceeding 1.50mtr in depth; not exceeding 10 Sqm on plan and not exceeding 1.50 mtr in depth and getting out, in any type of soil, for laying pipe line etc, complete all as specified and as directed by Engineer-In-Charge. Note :-The quoted rate shall be deemed to have included necessary "trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete complete including necessary all tools, tackles etc.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25Cm, complete all as specified and directed by Engineer-In-Charge.

Removing excavated materials/ soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed by Engineer-In-Charge.

S&F Sluice Valve with new Sluice Valve, cast iron, Class PN 1.6, size 100mm bore pipe, flanged type, conforming to IS: 14846-2000, ISI marked with stainless steel spindle, brass nuts and iron wheel head including jointing material such as rubber fibre board packing ring and nuts, bolts and washers of suitable size for vertical or horizintal fittings, complete all as specified and as directed by Engineer-In-Charge.

S&F Sluice Valve with new Sluice Valve, cast iron, Class PN 1.6, size 80mm bore pipe, flanged type, conforming to IS: 14846-2000, ISI marked with stainless steel spindle, brass nuts and iron wheel head including jointing material such as rubber fibre board packing ring and nuts, bolts and washers of suitable size for vertical or horizintal fittings, complete all as specified and as directed by Engineer-In-Charge.

Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed for 50mm bore pipe conforming to IS :13095, complete all as specified and as directed by Engineer-In-Charge.

Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed for 25mm bore pipe conforming to IS :13095, complete all as specified and as directed by Engineer-In-Charge.

Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed for 20mm bore pipe conforming to IS :13095, complete all as specified and as directed by Engineer-In-Charge.

Construction of brick masonry valve pit of size 1200x1200x1200mm (internal dimensions of chamber) including plain cement concrete, M-7.5 (1:4:8), type-D2 (using 40mm graded crushed stone aggregates) 100mm thick, as in sub base and PCC M-15 (1:2:4), type-B2 (using 40mm graded crushed stone aggregates) 100mm thick, as in flooring, brick work masonry, 23cm thick in cement mortar 1:4, rendering 15mm thick in cement mortar 1:4 on internal and external surfaces with two coat of lime wash, mild steel framed work as in valve pit covers with angle iron frame 50x50x6mm and including mild steel sheet cover 3.15mm thick complete, drilling/ welding for fixing of steel sheeting with mild steel hinges, handles and suitable locking arrangements, fastening arrangements for fixing, nuts, bolts and washers including painting with two coats of synthetic enamel paint over a coat of red oxide primer, including excavation in any type of soil, returning filling in external areas and removal the surplus soil to a distance of not exceeding 50mtrs, complete all as specified and as directed by Engineer-In-Charge.

Construction of brick masonry valve pit of size 1000x1000x1000mm (internal dimensions of chamber) including plain cement concrete, M-7.5 (1:4:8), type-D2 (using 40mm graded crushed stone aggregates) 100mm thick, as in sub base and PCC M-15 (1:2:4), type-B2 (using 40mm graded crushed stone aggregates) 100mm thick, as in flooring, brick work masonry, 23cm thick in cement mortar 1:4, rendering 15mm thick in cement mortar 1:4 on internal and external surfaces with two coat of lime wash, mild steel framed work as in valve pit covers with angle iron frame 50x50x6mm and including mild steel sheet cover 3.15mm thick complete, drilling/ welding for fixing of steel sheeting with mild steel hinges, handles and suitable locking arrangements, fastening arrangements for fixing, nuts, bolts and washers including painting with two coats of synthetic enamel paint over a coat of red oxide primer, including excavation in any type of soil, returning filling in external areas and removal the surplus soil to a distance of not exceeding 50mtrs, complete all as specified and as directed by Engineer-In-Charge.

Rotational moulded polyethylene water storage tanks of 1000 liters capacity, (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I including ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed for 20mm bore pipe, complete all as specified and as directed.

Rotational moulded polyethylene water storage tanks of 500 liters capacity, (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I including ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed for 20mm bore pipe, complete all as specified and as directed.

Tubes, 'medium grade' galvanised, 20mm bore, ISI marked including all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc, laid in trenches or fixed on walls, complete all as specified and as directed by Engineer-In-Charge.

Tubes, 'medium grade' galvanised, 25mm bore, ISI marked including all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc, laid in trenches or fixed on walls, complete all as specified and as directed by Engineer-In-Charge.

Tubes, 'medium grade' galvanised, 50mm bore, ISI marked including all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc, laid in trenches, complete all as specified and as directed by Engineer-In-Charge.

Tubes, 'medium grade' galvanised, 80mm bore, ISI marked including all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc, laid in trenches, complete all as specified and as directed by Engineer-In-Charge.

Tubes, 'medium grade' galvanised, 80mm bore, ISI marked including all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc, laid in trenches, complete all as specified and as directed by Engineer-In-Charge.

M&L and fabrication of steel staging using Angle iron and flat members of required size as intimated by Engr-in-Charge, appropriate height in stand for mounting of 500/1000 Ltrs PVC water storage rank of size 1.25MX1.25X3.0M and making necessary arrangements for fixing of stand in of any surface by making holes having four holes for each leg and PCC/mortar work for grouting and making good disturbed surfaces and apply same finishes as exsiting including two coats of Synthetic enamel paint over one coat of red oxide zinc chrome primer, complete all as specified and as directed by Engineer-In-Charge. Note : 1. Payment of this item shall be done after assessing the actual requirement of structural steel member of appropriate size and after working out of feasiblity..... 2. Cost of arrangements of welding machine, filler and other T&P,scaffolding etc shall deemed to be included in the quoted unit rates of the item.

Drilling, cutting and tapping CI/ DI/ GI water mains (in position) the existing pipe of 80 to 200mm for branch connections including inserting tee of suitable sizes with all fittings complete all as specified and as directed by Engineer-In-Charge.

Hi Tech Engineers

M/S PRAJAPATI ENGINEERS

M/S SINGH CONSTRUCTION AND WORKS

KIRAN AGENCIES