Construction of Water tank (approx. 10000 ltr) at ward no 8 village Dhanao.

Amount

E/work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in: (All kind of soil).

Providing & laying in position cement concrete of specified grade excluding the c/o centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40MM nominal size (Crusher)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Crusher

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmen"ts, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, fmishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)

Reinforced cement concrete work in arches, archribs, domes, valults, sheiis, folded plate and roofs having slope more than 15° upto floor five ievel excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)

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

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

Dumping stone in horizontal on level inlcuding cost of stone

centring and shuttering including strutting, propping etc.and removal of form work Foundation, footings, bares of column etc. for mass concrete

Extra shuttering for circular works

centring and shuttering including strutting, propping etc.and removal of form work Retatning walls. return walls. walls (any thickness) including attached pilasters. buttresses. plinth and strmg courses fillets etc

Extra for shuttering in cirular work

centring and shuttering including strutting, propping etc.and removal of form work for Lintels, beams, plinth beams, girders, bressumers & cantilevers

Extra for shuttering in cirular work

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

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 with 20mm nominal size stone aggregate. crushed

12mm thick cement plaster of mix 1:4 (1 cement : 4 coarse sand).

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

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

Finishing walls with water proofing cement paint of required shade New work (two or more coats) applied @3.84 kg/10sqm

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification

Providing & fixing plain PVC bends (ISI) of required degree

Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works

Providing and fixing 1 mm thick M.S. steel door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece (manhole cover with locking arrangement complete size 0.45x0.60) = 2 Nos

Carraige of Steel for an av. Distance of 50.0km by MT and 200 m by HL

Carraige of Cement for an av. Distance of 50.0km by MT and 200 m by HL

Carraige of Sand for an av. Distance of 50.0km by MT and 200 m by HL

Carraige of Stone Agg for an av. Distance of 50.0km by MT and 200 m by HL

Carraige of Stone for an av. 500 m by HL

Earth work in excavation by manual means in trenches for 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 upto1.5mtrs including disposal of excavated earth upto 1 mtrs from cutting edge, disposed earth is to be levelled and neatly dressed in all kinds of soil 80% and 20% soft rock.

Providing & fitting of pipes HDPE Pipe 63mm

Providing & fitting of pipes HDPE Pipe 50mm

Providing & fitting of pipes HDPE Pipe 40mm

Providing & fitting of pipes HDPE Pipe 32mm

Providing & fitting of pipes GI Pipe 20mm

Providing & fitting of pipes GI Pipe 15mm

Providing and fixing Gun metal gate valve 50mm

Providing and fixing Gun metal gate valve 40mm

Carriage of HDPE pipes to site of work by avg distance 50km MT 63mm

Carriage of HDPE pipes to site of work by avg distance 50km MT 50mm

Carriage of HDPE pipes to site of work by avg distance 50km MT 40mm

Carriage of HDPE pipes to site of work by avg distance 50km MT 32mm

Carriage of GIpipes to site of work by avg distance 50km MT 20mm

Carriage of GI pipes to site of work by avg distance 50km MT 15mm

Refilling of availaible earth