WRDD/EEAM/MLD-I/ eNIT-18/2025-26/SL01

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. iii) For Pipe Trenches:

Laying of UPVC pipes of different diameters within field trenches in curve / straight line using PVC fittings, viz. Bend, Tee, Reducer etc. and making leak-proof joints with couplers after roughening the surface with wire brush and emary paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge. i) 315mm dia

ii) 200 mm dia

iii) 140 mm dia

Earth work in filling trenches after laying pipe lines (PVC, RCC, ACP etc) with good eath obtained from excavation of field trenches in layers not exceeding 225 mm, including watering & ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.)

M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(ii) Grill weighing above 16 Kg./sq.mtr and above.

Supplying 1.5 mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.

Priming of one coat on steel surface with best quality synthetic oil bound primer of approved make & brand including smoothing surface by sand paper .

Painting with best quality synthetic enamel paint of approved make and brand inclding smoothing surface byt sand papering using of approved putty etc on the surface if necessary .

Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick.

Sand filling in foundation or plinth in layers not exceeding 15 cm as directed and considering the same by through saturation with water and ramming complete including the cost of supply of sand. A) With local sand.

Single brick flat soiling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes..a) Pakur Variety

Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete in foundation and plinth.

Plaster (to wall, floor, ceiling etc.) with (1:6) sand and cement mortar including rounding off or chamfering corners, as directedand racking out joints or roughening of concrete surface including throating. Nosing and drip course as necessary at ground floor. (a) 15 mm thick (1:6) proportion.

Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.quantity same as Item no 1.16

Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm. to 37.5 mm. thick wooden shuttering.

Labour charges for fitting and fixing 150 mm. dia Alfa Alfa valve (Type-C) with 160/140 mm dia class-II U.P.V.C. riser pipe with the help of flanged P.V.C. tail piece by joining the P.V.C. end of Tail piece and riser pipe with coupler and flanged end of tail piece and Alfa Alfa valve with rubber insertion, nuts and bolts etc. complete.

Testing of pipe line system against leakage by filling the distribution chamber with water and supplying water through the entire pipe line net work for atleast 4 (Four) hours including hiring and transport of suitable generstor , pump , tools and plants, fuel and lubricants and installation of the pump connecting the same with pipe line net work making necessary electrical connection and dismantling all these after completion of test all complete as per direction of Engineer-in-Charge.

Carriage of Departmental materials from the Deparmental Store to the work site and return back the damaged/replaced and unused materials to store including loading & unloading complete at both sides by TempoNan Rikshaw/Mini Truck etc. upto 25 Km distance in one way. i) For Delivery pipe, Surge Tank, Bend, Valve etc.

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Add Cess 1%

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