Repair and Restoration of Chocked and Damaged underground Main water course off taking at RD 4806 m and 5820 m of Dugri Distributary and its Distribution system at RD 102.66 km of kandi Canal stage-2.

Amount

WATER SUPPLY

(2) Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

((a)) Earth work upto 1.5 m. Depth for

(i) All classes of soil except rocky

(27) Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).

(B) Class PN-1.6 as per ISI ) 150mm i/d Sluice Valves flanged

(10) Supplying and fixing of ISI Marked CI D-joint (complete with nut, bolts & rubber ring) as per IS:8794 for repair of pipe line including cutting , jointing and testing etc. but excluding cost of excavation complete.

(29) Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete.

((d)) C.I Single air valve screwed (Size 50mm)

(66) Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.

(a) Size 0.6 m. x 0.6 m.

(b) Size 0.9 m. x 0.9 m.

(81) Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.

((a)) Capacity of Air compressor 300 cfm at 250 PSI

MATERIALS

(M-1) Aggregates (average rate of all the quarries) Note:- Quarry wise aggregates rates attached at Annexure-I)

((d)) Fine Sand with FM not less than 1.6

Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 2.5 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications. (NS) 125mm dia

Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 2.5 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications. (NS) 140mm dia

Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 2.5 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications. (NS) 160mm dia

Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 2.5 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications. (NS)180mm dia

Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 2.5 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications. (NS) 200mm dia

Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 2.5 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications. (NS) 250mm dia

Supply & fixing UPVC Long bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. (NS) (Lump Sum) 125 mm dia 90degree

Supply & fixing UPVC Long bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. (NS) (Lump Sum) 160mm dai degree

Supply & fixing UPVC Long bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. (NS) (Lump Sum) 180mm dia 90degree

Supply & fixing UPVC Short bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. (NS) 160mm dia 90 degree

Providing & fixing alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge. (NS) 125mm dia

Providing & fixing alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge. (NS) 140mm dia

Providing & fixing alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge. (NS) 160 mm dia

Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge (NS) 160mm dia

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge.(NS) 125*125*125 mm

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge.(NS) 140*140*140mm

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge.(NS) 160*160*160mm

Providing Laying Fixing and jointing of MS Service Saddle for air vent valve conforming to IS code with latest amendments if any at site of work including loading unloading (NS)160*160*50mm

Providing Laying Fixing and jointing of MS Service Saddle for air vent valve conforming to IS code with latest amendments if any at site of work including loading unloading (NS)200*200*50

BRICK WORK

(11.7) First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

Providing Laying Fixing and jointing of MS Service Saddle for air vent valve conforming to IS code with latest amendments if any at site of work including loading unloading (NS) 180*180*50

PLASTERING & POINTING

12.5 mm thick cement plaster 1:4

CONCRETE

1:2:4 Cement concrete (ii)) mixing by mechanical means using concrete mixer volumetric type

STEEL AND IRON WORK

(18.18) Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Any other item

GURINDER PAL SINGH CONTRACTORS