Creation of irrigation facility

Amount

PIPE WORK

Excavating trenches of required width for pipes, cables etc including excavation of rocks, dressing of sides ramming of bottoms depth up to 0.50 m including getting out the excavated soil and disposing of surplus soil up to 50 m lead with all kind of soil .

Providing and Fixing of 20 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Fill available excavated earth (excluding rock)in trenches , Plinths, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer excluding ramming and watering lead up to 50 m and lift up to 1.5 M (80% quantity of earthwork)

Carriage of G.I. Pipe avg. distance 20 KM by MT from stacking place to site of work

Carriage of G.I. Pipe avg. distance 1.5 KM by Head load from stacking place to site of work

P/F 80mm dia GM gate valve 20 mm

CIVIL WORK

Earth work in excavation by manual means over areas (Exceeding 30 cms. And up to 1.5 M in depth, 1.5 M in width as well as 10 Sqm. On plan) including disposal of excavated earth up to 1 Mtr. From cutting edge; disposed earth to be levelled and neatly dres

Fill available excavated earth (excluding rock)in trenches , Plinths, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer excluding ramming and watering lead up to 50 m and lift up to 1.5 M

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level1:4:8 (1 cement: 4 Coarse sand: 8 graded stone Agg. 40 mm nominal size) Crushed

Providing and laying in opsition specified grade of reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. up to floor V level excluding cost of centring, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement: 1.5 Coarse sand: 3 graded stone Aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete excluding cost of centring, shuttering, finishing and reinforcement all work for slab 1:1.5:3 (1 cement: 1.5 Coarse sand: 3 graded stone Aggregate 20 mm nominal size

Centring and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns for mass concrete(Mud mat, Bed slab and Drain complete

Centring and shuttering including strutting, propping etc. and removal of form work for Walling

Centring and shuttering including strutting, propping etc. and removal of form work for Arches, domes, vaults upto 6 m span

Centring and shuttering including strutting, propping etc. and removal of form work for Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically treated bars

15 mm thick cement sand plaster in 1:4 mix

Extra for centring, shuttering in circular work foundation and plinth

Extra for centring, shuttering in circular work walling

Extra for plastering on circular work not exceeding 6m in radius

Extra for providing and mixing water proofing material in cement concrete work

Dry stone masonry

Supply of manhole cover

Supply of Air Bend

Supply of CG.I Sheet

Labour for fixing of MH cover, Air vents etc. (Mason)

Labour for fixing of MH cover, Air vents etc. (Mazdoor)

Supply of G.I pipe for Inlet / Outlet 50 mm dia

Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade; new work(two or more coats) applied @ 3.84 Kg/10 Sqm.

Carriage of TMT Steel 25 KM by Mechanical Transport

Carriage of Cement 25 KM Mechanical Transport

Carriage of Sand 15 KM from nallah to site of work by Mechanical Transport

Carriage of Stone aggregate 15 KM from crusher to site of work by Mechanical Transport

Carriage of cement by manual labour average distance 1.5 KM by head load

Carriage of steel by manual labour average distance 1.5 KM by head load

Carriage of sand/stone aggregate by manual labour average distance 1.5 Km by Head Load

Carriage of stone average distance 1.00 Km by Head Load

ELECTRICAL WORK

Cost of providing of 1 HP HC monoblock with allied Electrical and Electro-mechanical worls

M/s Mohd Ikhlaq Khan

M/s Muzammal Hussain Shah