.(APAS SCHEME ID- APAS/01/010/168/0021)

Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.(i) First 50 metre

(ii) Next 50 metre

Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) PVC Pipes. 80 mm dia.

Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications. iii)80 mm dia

Supply of G. I. pipes of TATA make including necessary sockets. (ii) Medium quality. 80 mm dia

40 mm dia

Supply of galvanised iron socket with I.S.I. mark. (viii) 80 mm dia

Supplying, fitting and fixing chech valve (vertical) G.M. tested to 21 kg per sq. cm.

Supply of G.I. reducing tee of approved brand and make. (xvii) 80 mm X 50 mm

Supply of G.I. reducing socket with I.S.I. mark (iv) 40 mm

Supply of G.I. plug. (viii) 80 mm

Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required.

Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required.

Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removing, spreading and stacking of soils within a lead of 75m.as directed. The item includes trimming the sides of trenches, leveling, and dressing and ramming the bottom, bailing out water etc. as required, complete.Depth of excavation not exceeding 1500mm.

Single Brick flat soling of picked jhama bricks incluiding ramming and dressing bed to proper level

Cement concrete with 30 mm down graded shingles excluding shuttering. (b) 1:3:6 river bazree. (A) In Ground floor

125 mm thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (iii) With 1:3 cement mortar (c) 10 mm thick plaster

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Add 18% GST

Add 1% Cess