Providing Potable water Supply to Various Mohras of Kutliyar Magdangarh under WSS Kutliyar Magdanghar under Languishing.

Amount

Earth work in excavation by manual means over areas (exceeding 30 cm in depth , 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth, with all leads and lift complete, disposed earth to be levelled & neatly dressed in All kind of soil.

E/work in excavation by manual means in trenches for foundations, drains , pipes , cables etc. (Not exceeding 1.5mtr in width) and for shafts , wells , cesspits and like not exceeding 10 Sqm on Plan, depth up to 1.50 mtr. Including disposal of excavted earth , with all leades and lift completed , disposed earth to be levelled neatly dressed in all kind of soil .

Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work up to plinth level 1:4:8 (1 cement: 4 coarse sand: 8 graded stone agg. 40 mm nominal size) Nallah.

Providng and laying in posistion machine -batched , machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements , excluding the cost of centering , shuttering , funishing and reinforcment , including admixtures in recomanded proportions , ( as per IS 9103) to accelerate , retard setting of concrete improve workability without impairing strengh and durability as per direction of Engineer-In charge-M-25 grade reinforced cement concrete. All work up to plinth level

Providng and laying in posistion machine -batched , machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements , excluding the cost of centering , shuttering , funishing and reinforcment , including admixtures in recomanded proportions , ( as per IS 9103) to accelerate , retard setting of concrete improve workability without impairing strengh and durability as per direction of Engineer-In charge-M-25 grade reinforced cement concrete. walls , columns , pillars , posts and struts .

Proving and laying cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggr. 20mm nominal size). In suspended floors, balconies, landings and staircase having upto 15º slope. Excluding cost of centering and shuttering all work upto floor V level

Providing & laying in position cement concrete in retaining walls , return walls , walls ( any thickness ) including attached pilasters , columns , Piers , abutments , Pillers Posts , Strurts , Butteresses , string or laces , cources parapits , coping , bed blocks anchor blocks , plain windows , sills , sunken floor fiilets etc. up to floor 5 level excluding the cost centering shuttering and finshing 1:2:4 (1 cement: 2 coarse sand: 4 graded stone agg. 20 mm nominal size) Crushed

Reinforcement for RCC works incl. straightening, cutting, bending, placing in position & binding all complete cold twisted bars.

Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work up to plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone agg. 20 mm nominal size) Crushed

Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work up to plinth level 1:2:4 (1 cement: 2 coarse sand: 4 graded stone agg. 20 mm nominal size) Crushed

Dumping stones in horizontal on level including cost of stones

Centering & shuttering incl. strutting , propping etc. and removal of form work for Foundation, footings, bases of column etc. for mass concrete

Extra for shuttering on circular work 20%

Walls (any thickness) including attached, buttresses plinth and string

Extra for shuttering on circular work 20%

Lintels, beams, plinth beams, girders, brassumers and cantilevers

Extra for shuttering on circular work 20%

Arches domes valuts upto 6 m span

Suspended floors, roofs, landings, balconies, & access platform.

Edges of slabs and breaks in floor and walls under 20 cm wide.

Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement incl. cement slurry but excl. C/o nosing of steps etc. complete (50mm thick with 12.5 mm nominal size stone aggregate (Crushed).

12 mm cement plaster in 1:4 (1 cement : 4 coarse sand)

Extra for plastering on circular work not exceeding 6 meter in radius ( in one coat )

Providing & Incorporating during concreting GP sheet stripe water seal 1.25mm (nominal thick) at construction joints including jointing of hence so as to form a continuous barrier, strips area (excluding laps) to be measured 20cm in width.

Finishing walls with water proofing cement paint of approved brand & manufacture to give an even shade. New work (Two or more coats applied @ 3.84 kg/10 Sqm.

Extra for providing & mixing water proofing material 'impermo' or equivalent in cement concrete work @ 1kg/50kg of cement.

P/F Plain PVC Bends (ISI) of required degree 110 mm dia

Providing & Fixing 1mm thick M.S.Steel door with frame of 40x40x6 mm angle iron and 3 mm M.S. Gusset plates at the junctions and corners , all necessary fittings complete ,including applying a priming coat of approved steel primer using flats 30x6 mm for diagonal braces and central cross piece

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

Steel work welded in built up sections / framed work incl. cutting hoisting, fixing in position & applying a priming coat of approved steel primer using structural steel etc., as regd. In stringers, gratings frames Guarded Bars, Ladders, Railing (tracks Gates & similar works). Stairs Inside & Outside

Welding by gas plant including transportation of gas plant complete with MS plates for inlet, outlet and wash out pipe including fixing

Providing and Fixing of G.I. Pipes complete excluding Trenching and refilling etc external work. Including testing and commissioning . b) G.I. Pipes 50mmØ ( L)

c) G.I. Pipes 40mmØ ( L)

d) G.I. Pipes 32mmØ ( L)

e) G.I. Pipes25mmØ ( L)

f) G.I. Pipes 20mmØ ( L)

g) G.I. Pipes 15mmØ ( L)

G.Providing and fixing G.I. Union in G.I Pipes pipe including cutting and threading the pipe and making long screws etc. complete (new work) G.I Union 50mmØ

G.I. Union 40mmØ

G.I. Union 32mmØ

G.I. Union 25mmØ

G.I. Union 20mmØ

G.I. Union 15mmØ

Making Connection of G.I Distribution branches with G.I Main of following sizes by providing and fixing TEE, including cutting and threading the pipe etc. complete. 25 to 40 mm nominal Bore

Providing and fixing of Gun Metal Gate Valve with C.I Wheel of approved Quality (Screwed end) 50mm Dia

40mm Dia

32mm Dia

25mm Dia

Providing and fixing of Steel wire rope 12 dia including all allied works U Clamps, Flat Iron Clams / Hocks labour engaged for stretching and carriage of steel wire rope. Complete Job

Carriage of Stone from source to site of work av. 1.00 M by manual means

Carriage of Stone from source to site of work av. 2.00 M by manual means

Carriage of sand from source to site of work av. 135 KM by M.T. & 6.00 KM by manual means

Carriage of sand from source to site of work av. 135 KM by M.T. & 9.00 KM by manual means

Carriage of sand from source to site of work av. 135 KM by M.T. & 3.00 KM by manual means

Carriage of sand from source to site of work av. 135 KM by M.T. & 10.00 KM by manual means

Carriage of Stone aggregate 20 mm nominal size from source to site of work av. 20 KM by M.T. & 06.00 Km by manual means

Carriage of Stone aggregate 20 mm nominal size from source to site of work av. 20 KM by M.T. & 09.00 Km by manual means

Carriage of Stone aggregate 20 mm nominal size from source to site of work av. 10 KM by M.T. & 3.00 Km by manual means

Carriage of Stone aggregate 20 mm nominal size from source to site of work av. 20 KM by M.T. & 10.00 Km by manual means

Carriage of Stone aggregate 40 mm nominal size from source to site of work av. 02 .00 Km by manual means

Carriage of Cement from nearest Market to site of work Av. 06.00 KM by manual means

Carriage of Cement from nearest Market to site of work Av. 9.00 KM by manual means

Carriage of Cement from nearest Market to site of work Av. 3.00 KM by manual means

Carriage of Cement from from nearest Market to site of work Av. 10.00 KM by manual means

Carriage of Steel from nearest Market to site of work Av. 6.00 Km by manual means

Carriage of Steel from nearest Market to site of work Av. 9.00 Km by manual means

Carriage of Steel from nearest Market to site of work Av. 03.00 Km by manual means

Carriage of Steel from nearest Market to site of work Av. 10.00 Km by manual means

Carriage of G.I Pipe from Road Side to site of work 08.00 Km by manual means

Malka lone