Repair of distribution system of damage Saroya disty. and its Distribution system of underground pipeline of upvc off taking at RD 112.526 km right side of Kandi canal stage-2.

Amount

WATER SUPPLY

Estimate for repair of distribution system of damage Saroya disty. and its Distribution system of underground pipeline of upvc off taking at RD 112.526 km right side of kandi canal stage-2.

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

(ii) For Ordinary soil having gravel upto 40%

(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

((b)) 110mm i/d Sluice Valves flanged

((b)) 150mm i/d Sluice Valves flanged

(( c)) 200mm i/d Sluice Valves flanged

(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

((b)) Capacity of Air compressor 550 cfm at 600 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 110mm

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 ( 125mm dia pipe )125mm

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 140mm

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 160mm

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 180mm

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 225mm

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 250mm

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 280mm

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 315mm

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 355mm

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 450mm

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.110mm 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.140mm 90 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. 160mm 90 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. 180mm 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.

(1) 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. 110mm

(2) 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.125mm

(3) 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.140mm

(4) 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.160mm

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 110mm

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 Engineer-in-charge 125mm

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 140mm

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 160mm

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 i nstructions of the Engineer-in-charge 180mm

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 110*110*110mm

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 125*125*125mm

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 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 160*160*160mm

Supply & fixing of service saddle M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge 160*50mm

supply and fixing socket 6kg/cm2 icluding carriage , re-handling, loading ,unloading , testing , etc. complete In all respect as per PWD specification and instructions of the Engineer-in-charge. 110mm

supply and fixing socket 6kg/cm2 icluding carriage , re-handling, loading ,unloading , testing , etc. complete In all respect as per PWD specification and instructions of the Engineer-in-charge. 125mm

supply and fixing socket 6kg/cm2 icluding carriage , re-handling, loading ,unloading , testing , etc. complete In all respect as per PWD specification and instructions of Engineer-in-charge. 140mm

supply and fixing socket 6kg/cm2 icluding carriage , re-handling, loading ,unloading , testing , etc. complete In all respect as per PWD specification and instructions of the Engineer-in-charge. 160mm

supply and fixing socket 6kg/cm2 icluding carriage , re-handling, loading ,unloading , testing , etc. complete In all respect as per PWD specification and instructions of the Engineer-in-charge.180mm

supply and fixing socket 6kg/cm2 icluding carriage , re-handling, loading ,unloading , testing , etc. complete In all respect as per PWD specification and instructions of the Engineer-in-charge.225mm

supply and fixing socket 6kg/cm2 icluding carriage , re-handling, loading ,unloading , testing , etc. complete In all respect as per PWD specification and instructions of the Engineer-in-charge.250mm

supply and fixing socket 6kg/cm2 icluding carriage , re-handling, loading ,unloading , testing , etc. complete In all respect as per PWD specification and instructions of the Engineer-in-charge.280mm

supply and fixing socket 6kg/cm2 icluding carriage , re-handling, loading ,unloading , testing , etc. complete In all respect as per PWD specification and instructions of the Engineer-in-charge.315mm

BRICK WORK

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

PLASTERING & POINTING

12.5 mm thick cement plaster 1:2

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

CENTRING AND SHUTTERING

Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc.

ROAD WORK

(a)) Dismantling of Flexible Pavements (By Mechanical Means)-Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications

(24.12 (i)) Water Bound Macadam Grading II: Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

(24.16 (b)) Tack Coat @ 0.40kg per sqm: Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications

((a)) Providing and laying semi dense bituminous concrete 35mm to 40mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per IRC-111 (2009) specifications

Supply & fixing UPVC riser from PVC pipe for release of water at different outlet complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

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. 125mm 90 degree

BRIDGES - SUPER STRUCTURE & PROTECTION WORK

(22.2) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

any other item

GURINDER PAL SINGH CONTRACTORS