Estimate for Providing gravitational distribution System network villages Kotla ,Lakher,Dhanera, badhal, Mehndli Khurd For Tank No 1 Changer area of Shri Anandpur Sahib incl. supply, installation, testing and commissioning in all respect

Amount

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) Upto 1.5 m depth (iii) For semi conglomerate soil of having gravel/Boulder upto 50%

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 For Ordinary soil having gravel upto 40%

Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter 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, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (a)Earth work upto 1.5m. Depth For Ordinary soil having gravel upto 40%

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B Mechanical Means (a) Depth upto 3m

Cement Concrete 1:3:6 with (i) stone ballast or shingle (PCC) mixing by mechanical means using concrete mixer volumetric type.

Reinforced cement concrete M-25 mechanically mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and Plinth

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

12.5 mm thick cement plaster 1:4

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in postion complete.

Supply and installation of alfa valve including fittings etc complete in all aspects of 90 mm

Supply and installation of alfa valve including fittings etc complete in all aspects of 110mm

Supply and installation of alfa valve including fittings etc complete in all aspects of 125 mm

Supply and installation of alfa valve including fittings etc complete in all aspects of 160mm

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (350 mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (200mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (150mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (125mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (100mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (80mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (32mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).

Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete .C.I Double air valve (Size 65mm)

Nuts & Bolts of all sizes and length required

Providing & Fixiing C.I indicating plates of size 100mm x 100 mm for SV/FH including synthetic enammel paint & letters in white enamel paint, fixing in the ground with angle iron of size 25x25x5mm, 230mm height from ground including conrete block complete in all respect as directed by Engineer-in-charge

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 P) 355 mm o/d

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 l) 225 mm o/d

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenche to correct alignment and gradients, cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 k) 200 mm o/d

Providing, Laying, fixing & jointing of Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 j) 180 mm o/d

Providing,Laying , fixing & jointing of Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testingcompleteasper specifications. B) H.D.P.E pipe of 8 Kg. PE-100 i) 160 mm o/d

Providing, Laying, fixing & jointing of Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 h) 140 mm o/d

Providing, Laying, fixing & jointing of Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 g) 125 mm o/d

Providing,Laying , fixing & jointing of Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specfications. B) H.D.P.E pipe of 8 Kg. PE-100 h) 110 mm o/d

Providing, Laying, fixing & jointing of Marked H.D.P.E. Pipes as per ISI-4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients,cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 e) 90 mm o/d

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 e) 75 mm o/d

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 d) 63 mm o/d

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 d) 50 mm o/d

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 d) 40 mm o/d

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 d) 32 mm o/d

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 d) 25 mm o/d

Supply of HDPE Reducer 355x315 mm

Supply of HDPE Reducer 315x280 mm

Supply of HDPE Reducer 280x250 mm

Supply of HDPE Reducer 250x225 mm

Supply of HDPE Reducer 225x200 mm

Supply of HDPE Reducer 200x180 mm

Supply of HDPE Reducer 180x160 mm

Supply of HDPE Reducer 160x140 mm

Supply of HDPE Reducer 140x125 mm

Supply of HDPE Reducer 125x110 mm

Supply of HDPE Reducer 110x90 mm

Supply of HDPE Reducer 90x75 mm

Supply of HDPE Reducer 75x63 mm

Supply of HDPE Reducer 63x50 mm

Supply of HDPE Reducer 50x40 mm

Supply of HDPE Reducer 40x32 mm

Supply of HDPE Tee 355mm

Supply of HDPE Tee 315mm

Supply of HDPE Tee 280mm

Supply of HDPE Tee 250mm

Supply of HDPE Tee 225mm

Supply of HDPE Tee 200mm

Supply of HDPE Tee 180mm

Supply of HDPE Tee 160mm

Supply of HDPE Tee 140mm

Supply of HDPE Tee 125mm

Supply of HDPE Tee 110mm

Supply of HDPE Tee 90mm

Supply of HDPE Tee 75mm

Supply of HDPE Tee 63mm

Supply of HDPE Tee 50mm

Supply of HDPE Tee 40 mm

Supply of HDPE Tee 32mm

Providing & fixing of PRV Valve 350 mm dia Material s.s.

Any Other Items

M/S SANJEEV KUMAR (BID ID -642694)

MADAN MOHAN (BID ID -642471)

CHAMAN LAL GOYAL CONTRACTOR (BID ID -642891)

Pooran Infrastructure Engineers (BID ID -642686)

M/s Kamal Dev Sharma (BID ID -642757)