Providing, Laying and Fitting Distribution System including Rising Main from stage 2nd to top 5000 / 10000 GSR GLN , Construction of 5000 GSR GLN (4No) at Moh. Doba Top, MohlaTakki, Nari Top, Moh. Sayeedian, Construction of 10000 GLN GSR (1No)

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 25 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 32 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 40 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 65 mm dia (M) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 80 mm dia (M) 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)

Making connection if GI distribution branch with GI main of following size by providing and fixing TEE, including cutting and threading the pipe etc complete 15 to 40 mm nominal bore

Providing and fixing of Sluice valve / Reflux Valve

Providing and fixing of GM Valve 15-25 mm Dia

Providing and fixing of GM Valve 25 -50 mm Dia

Carriage of G.I. Pipe avg. distance 1.00 KM by Head load from stacking place to site of work

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

Brick work with FPS Brick of Class Designation 75 in foundation and plinth in cement Mortar 1:6 (1 cement 6 coarse sand)

Extra for brick work in superstructure above plinth level upto floor V level.

Providing and fixing 1 mm thick MS steel door with frame of 40x40x6 mm angle iron and 3 mm MS gusset plates at the function and corners, all necessary fitting complete including applying a primer coat of approved steel primer . Using flats 30x60mm for diagonal braces and central cross pieces.

Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade new work (two or more coats) over and including priming coat with cement primer

Painting with ready mixed synthetic enamel point of approved brand and manufacture in all shades to give an even shade .

Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1: Cement 3 : coarse sand : 6 graded stone agg. 20mm nominal size ) over 75 mm bed of dry brick blast 40mm nominal size well rammed and consolidated and grated with fine sand including finishing the top smooth.

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

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

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level1:3:6 (1 cement:3 Coarse sand:6 graded stone Agg. 20 mm nominal size) Nallah

Dumping stone including cost of stones in horizontal on level

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 Suspended floors, Roofs Landings Balcony & Access Plate Form

Edges of slabs and breakes in floors and walls under 20 Cms wide

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

50mm Cement concrete flooring1:2:4(1 cement:2 Coarse sand:4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete.50 mm thick with 20 mm nominal size stone Aggreg

Structural steel work in built up section , trusses and framed work, including cutting hoisting fixing and position and applying a priming coat of approved steel primer all complete, Welded.

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 centring, shuttering in circular work extra for slab

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

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

Steel work welded in built up section / framed work including cutting, hoisting , fixing and position and applying priming court f approved steel prompt using structural steel etc. As required in grating, frames guard bar ladders railings, brackets, gates & similar works

Supply of G.I pipe for Inlet / Outlet 65 mm dia

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 20 KM by Mechanical Transport

Carriage of Cement 20 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 Bricks 240 KM from Jammu by Mechanical Transport

Carriage of Bricks 1.5 00 KM by Head Load

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

JAHANGIR AHMED

Talib HUssain Chashti

Nazir Hussain

MOHD NASIB