Part A. Augmentation Improvements of Water Supply to various areas of Hazratbal Section like Mirza Bagh Nigeen, Umer Colony B Lane No 2, Shahi Handan Colony Zakoora Lane No 8 via Tajdar Colony, Bota Shah Colony Lal Bazar etc

Amount

Part-A

Earthwork in excavation by manual means in trenches of foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5 mts from cutting edge, disposal earth is to be leveled and neatly dressed in: All kinds of soil.

Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead up to 50 m and lift up to 1.5 m, disposed material to be neatly dressed.

Laying and fitting of following dia G.I pipes complete excluding cost of pipes and earthwork.

80mm dia G.I pipe.

50mm dia G.I pipe.

40mm dia G.I pipe.

20mm dia G.I pipe.

Making connections of G.I distribution branch with G.I main of following size by providing and fixing of Tees, including cutting and threading the pipe Complete.

50-80mm dia nominal bore

25-40mm dia nominal bore.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.

Carriage of pipes from Divisional store up to site of work by mechanical means including loading, unloading and stacking complete for an average lead of 05 Kms.

Part-B

Earthwork in excavation by manual means in trenches of foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5 mtr including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth is to be leveled & neatly dressed in: All kinds of soil.

Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead up to 50m and lift up to 1.5m disposed material to be neatly dressed.

Laying and fitting of following dia G.I. pipe complete excluding cost of pipes and earthwork.

50mm dia G.I pipe.

40mm dia G.I pipe.

25mm dia G.I pipe.

20mm dia G.I pipe.

Making connections of G.I distribution branch with G.I of following size by providing and fixing Tee, including cutting and threading the pipe Complete. 50-80 mm dia nominal bore.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.

Carriage of pipes from Divisional store up to site of work by mechanical means including loading, unloading and stacking complete for an average lead of 14 Kms.

Part-C

Earthwork in excavation by manual means in trenches of foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) & for shafts, wells, cesspits & the like not exceeding 10sqm on plan, depth up to 1.5 mtr incl.disposal of excavated earth up to 1 mtr from cutting edge, disposed earth is to be leveled & neatly dressed in: All kinds of soil.

Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead up to 50m and lift up to 1.5m disposed material to be neatly dressed.

Laying and fitting of following dia G.I. pipe complete excluding cost of pipes and earthwork.

50mm dia G.I pipe.

40mm dia G.I pipe.

25mm dia G.I pipe.

Making connections of G.I distribution branch with G.I of following size by providing and fixing Tee, including cutting and threading the pipe Complete. 25-40 mm dia nominal bore.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.

Carriage of pipes from Divisional store up to site of work by mechanical means including loading, unloading and stacking complete for an average lead of 14 Kms.

Part-D

Earthwork in excavation by manual means in trenches of foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) & for shafts, wells, cesspits & the like not exceeding 10sqm on plan, depth up to 1.5 mtr incld. disposal of excavated earth up to 1 mtr from cutting edge, disposed earth is to be leveled & neatly dressed in: All kinds of soil.

Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead up to 50m and lift up to 1.5m disposed material to be neatly dressed.

Laying in position centrifugally cast (Spun) iron S&S /DI or flanged pipes (excluding cost of pipe).

150/100 mm dia DI pipe.

Providing push-on-joints to centrifugally (Spun) Cast iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:

150 mm dia DI pipe.

100 mm dia DI pipe.

Manufacturing, Fabricating, providing, fixing of M.S fittings viz bends, Tees, double collars, tail pieces of suitable degrees to be fabricated from 6mm/8mm thick M.S plate as per the requirement of site. This item also includes cost of lead, spun yarn and lead caulking, lead beating with insertion of spun yarn including welding charges. The work should be leak proof and should be painted with anticorrosive Red oxide primer and bituminous paint complete. The job is to be paid in fitted and finished form and is to be carried out as per the directions of site in charge.

Laying and fitting of following dia G.I. pipe complete excluding cost of pipes and earthwork.

40mm dia G.I pipes.

25mm dia G.I pipes.

20mm dia G.I pipes.

Making connections of G.I distribution branch with G.I of following size by providing and fixing Tee, including cutting and threading the pipe Complete. 25-40 mm dia nominal bore.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.

Carriage of pipes from Divisional store up to site of work by mechanical means including loading, unloading and stacking complete for an average lead of 10 Kms.

150 mm dia D.I pipe

100 mm dia D.I pipe

40/25/20mm dia G.I pipes.

Part-E

Earthwork in excavation by manual means in trenches of foundations, drains, pipes, cables etc.(Not exceeding 1.5 mtr in width) & for shafts, wells, cesspits & the like not exceeding 10sqm on plan, depth up to 1.5 mtr incld. disposal of excavated earth up to 1 mtr from cutting edge, disposed earth is to be leveled & neatly dressed in: All kinds of soil.

Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead up to 50m and lift up to 1.5m disposed material to be neatly dressed.

Laying & fitting of following dia G.I. pipe complete excluding cost of pipes and Earthwork.

100mm dia G.I pipes.

40mm dia G.I pipes.

25mm dia G.I pipes.

20mm dia G.I pipes.

Laying & fitting of 100mm dia GI pipeline under water by way of engaging big boats (Khocha) including all charges of labour for lifting and handling of pipe through boats. The item includes hire charges of boats with boatman including charges of all tools and plants , ropes etc. The job is to be carried out as per the directions of site- incharge.

Making connections of G.I distribution branch with G.I of following size by providing and fixing Tee, including cutting and threading the pipe Complete. 25-40 mm dia nominal bore.

Providing & fixing 12mm thick M/S flanges.to 100mm dia G.I pipe including cost of welding charges,nuts, bolts and washers including all sorts of carriages up to site of work. complete.

Cutting of thread portion of 100mm dia GI pipe by means of cutter including charges of cutter and labour.

Manufacturing, Fabricating, providing, fixing of M.S fittings viz bends, Tees, double collars, tail pieces of suitable degrees to be fabricated from 6mm/8mm thick M.S plate as per the requirement of site. This item also includes cost of lead, spun yarn and lead caulking, lead beating with insertion of spun yarn including welding charges. The work should be leak proof and should be painted with anticorrosive Red oxide primer and bituminous paint complete. The job is to be paid in fitted and finished form and is to be carried out as per the directions of site in charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.

Carriage of pipes from Divisional store up to site of work by mechanical means including loading, unloading and stacking complete for an average lead of 05 Kms.

Part-F

Earthwork in excavation by manual means in trenches of foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) & for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5 mts from cutting edge, disposal earth is to be leveled and neatly dressed in: All kinds of soil.

Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead up to 50 m and lift up to 1.5 m, disposed material to be neatly dressed.

Laying and fitting of following dia G.I pipes complete excluding cost of pipes and earthwork.

40 mm dia GI pipe.

25 mm dia GI pipe.

Making connections of G.I distribution branch with G.I main of following size by providing and fixing of Tees, including cutting and threading the pipe Complete. 25-40mm dia nominal bore.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.

Carriage of pipe materials from divisional store up to the site of work including, un-loading and stacking complete for an average lead 08 Kms.

M/S Creative Engineers and Builders

M/S MECH TECH GROUP OF ENGINEERS