Laying and Jointing of pipe line (Distribution, Rising mains) of different dia (MSERW, GI pipes) with testing commissioning and proper completion of work of Badripur and Haripur-Nawada Dehradun Under Doiwala Vidhansabha including labour, T and P etc.

Laying and Jointing of pipe line (Distribution and Rising mains) of different diameter (MSERW, GI pipes) and Construction of CWR, Pump House and its appurtenant works with testing commissioning and proper completion of work of Badripur & Haripur-Nawada water supply scheme including labour, T&P etc. complete.

Dismantling of Concrete road during pipe laying including all labour, material, T & P etc. complete.

Excavation of earth for pipe line in following strata lift upto 1.50 m. and lead upto 30.00 m. including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60.00 m. from trenches including supply of labour T&P etc. all complete. It is estimated that 75% excavation will be in soil mixed with shingle, bajari & boulders and rest 25% will be in medium rock.

Cartage of following pipes, specials & fittings from site store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work. i) MSERW pipeline (4.80mmthick) Confirming to BIS:IS / ISO 3183@2007 (Part - I) / 2004 150 MM

ii) G.I (Medium Class) Confirming to IS: 1239 (Part - I) / 2004 (a) 80 mm dia

b) 50 mm dia

Fixing of Following dia D/F D.I Sluice/Gate valves. D.I Sluice Valves (vag valves) PN - 1.00 D/F (a) 80 mm dia. Sluice Valves

b) 50 mm dia. Sluice Valves

Shifting ferrule connection from existing pipeline to new pipeline including excavation of pits, cutting of existing pipeline, fixing of special, inserting, cutting of road surface, dewatering, taking out of mud, barricading and diversion of traffic, carting of spl, T&P, labour etc. complete but excluding cost of pipe fittings and specials etc. complete.

Repairing Charge of C.C Road 1:2:4 (1 Cement: 2 course sand: 4 graded stone aggregate 20 mm nominal size) 1100.00 x 0.60x 0.2

Interconnection of new laid pipe line with Existing pipe line (i) 200 mm dia MSERW to 80 mm G.I

(ii) 150 mm dia MSERW to 80 mm G.I

(iii) 150 mm dia MSERW to 50 mm G.I

Supply of all materials, labour T&P etc and construct Sluice Valve Chamber as per type design. (1.20 m x 1.20 m x 1.00 m)

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Excavation of earth for pipe line in following strata lift upto 1.50 m. and lead upto 30.00 m. including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60.00 m. from trenches including supply of labour T&P etc. all complete. It is estimated that 75% excavation will be in soil mixed with shingle, bajari & boulders and rest 25% will be in medium rock.

Cartage of following pipes, specials & fittings from site store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work. (i) MSERW Line Pipe (4.80 mm Thick). Confirming to BIS: IS / ISO 3183 / 2007 (a) 150 mm

(ii) G.I(Medium Class) Confirming to IS: 1239 (Part - I) / 2004 (a) 100 mm

Installation Testing & Commissioning of D.I Sluice/Gate valves as per Eng Noms. D.I Sluice Valves PN - 1.00 D/F (i) 150 mm dia. Sluice Valves

(ii) 100 mm dia. Sluice Valves

(iii) 80 mm dia. Sluice Valves

(iv) 50 mm dia. Sluice Valves

Inter connection of new laid pipe line with existing pipeline (i) 150 mm MS ERW to 100 mm G.I.

(ii) 150 mm MS ERW to 80 mm G.I.

(iii) 100 mm G.I to 80 mm G.I.

(iv) 100 mm G.I to 50 mm G.I.

(v) 80 mm G.I to 50 mm G.I.

Shifting ferrule connection from existing pipeline to new pipeline including excavation of pits, cutting of existing pipeline, fixing of special, inserting, cutting of road surface, dewatering, taking out of mud, barricading and diversion of traffic, carting of spl, T&P, labour etc. complete but excluding cost of pipe fittings and specials etc. complete.

Repairing Charge of C.C Road 1:2:4 (1 Cement: 2 course sand: 4 graded stone aggregate 20 mm nominal size) 1100.00 x 0.60x 0.2

Supply of all materials, labour T&P etc and construct Sluice Valve Chamber as per type design. (1.20 m x 1.20 m x 1.00 m)

HIMAYATI ASSOCIATES

M/s Shaurya Associate

sushilprasad