Providing laying and fitting of G.I.Pipes of 02 no gravity main for Keshwan from Spring Kasyar, Branwar and Gothan const.of S/R 5000 GLN 02 NO , at Samsar and Gothan and cost 03 No.I/Tank at Source of WSS Keshwan under NABARD.

Amount

Carriage of G.I pipes from Jammu to stacking site of road average distance 280 kms by M.T.

Carriage of pipes from road side to site of work by manual labour for an average distance of 5 Km. G/Main

Carriage of pipes from road side to site of work by manual labour for an average distance of 3 Km.D/System

Carriage of cement from nerest sourc to stacking site of road average distance 40 kms by M.T.

Carriage of cement from road side to site of work by manual labour for an average distance of 05 Km. (Inlet tank)

Carriage of cement from road side to site of work by manual labour for an average distance of 03 Km. S/R

Carriage of Steel from nerest sourc to stacking site of road average distance 40 kms by M.T.

Carriage of Steel from road side to site of work by manual labour for an average distance of 05 Km.(Inlet tank)

Carriage of Steel from road side to site of work by manual labour for an average distance of 03 Km.(S/R)

Carriage of Sand and 20mm agg from nerest source to stacking site of road average distance 20 kms by M.T.

Carriage of sand & 20mm agg from road side to site of work by manual labor for an average distance of 05 Km.(Inlet tank)

Carriage of sand & 20mm agg from road side to site of work by manual labor for an average distance of 03 Km.(S/R)

Carriage of 40mm agg from nerest source to stacking site of road average distance 20 kms by M.T.

Carriage of 40mm agg from road side to site of work by manual labour for an average distance of 03 Km.(S/R)

Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5m in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth up to 1m from cutting edge , disposal earth to be levelled and neatly dressed in

Earth work in excavation by manual means in trenches for foundation, drains, pipes, Cables etc.(not exceeding 1.5m in with) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, depth up to 1.5m, including disposal of excavated earth up to 1m from cutting edge, disposed earth to be levelled and neatly dressed

Providing and fixing G.I Pipes complete with G.I fittings excluding treanching and refilling etc. 50mm dia

40mm dia

Providing and fixing of G.I Union in G.I Pipes including cutting and threadind the pipes and making long serews etc.complete new work. 50mm dia

40mm dia

Returning/Refilling the available excavated soil as required in Layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming ,watering etc

Dry Random Rubble Masonry in foundation and plinth using Nallah stone without bond stones. (G/Main)

Providing and 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 aggregate; 40mm normal size) Nallah stone

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:1.5:3(1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)

Reinforced cement concrete work in walls (any thickness) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers abutment, posts and struts etc. Up to five level excluding cost of centering shuttering, finishing and reinforcement.1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto15 degrees landings balconies, shelves, chajjas ,lintels ,bands plain window sills, staircases and spiral stairs cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)

Reinforced cement concrete work in arches, arch ribs, domes, vaults, Folded plates and roofs having slope more than 150 upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)

Cantering and shuttering including strutting, propping etc and removal of form work for:-(a) Walls (any thickness ) including attached plasters, buttresses, plinth and string courses etc. (Including 20% extra for circular work) Foundation of Bed

Walls inner & outer

Ring Beam inner & outer

Arches, domes, Vaults up to 6m span.

Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and medium Tensile Steel

12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement : 3 fine sand.

Cement concrete flooring 1:2:4 (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. 50mm thick 12.5mm nominal size stone aggregate

Steel work welded in built up section / framed work including cutting hoisting fixing in position complete and applying a priming coat of approved steel primer. =05 No.

Random rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1:6:12( 1 cement : 6 coarse sand : 12 graded stone aggregate; 20mm normal size) at plinth level with cement mortar 1: ) 1 cement: 6 coarse sand.(B-Walls & R-Walls)

Carriage of stone form nerast source to site of work at an avg distance of 01 KM by H/L .( Dry masonry & Random rubble masonory)

Providing and 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 aggregate 20mm size) nallah Bajri.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of cantering, shuttering, finishing and reinforcement set works up to plinth level 1:1.5:3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate: 20mm normal size)

Suspended floors roofs landing balconies and access plate form

Edges of the slab and breaks in floors and walls under 20 cm

farooq ahmed kripak

HAROON RASHID KICHLOO

Gh. Rasool Buttt and brother

M/S MINTOO CONSTRUCTIONS