Providing stage and toilet at Gamru for Ramleela in Ward No. 5

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying in position cement concrete ofspecified 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 40 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Steel reinforcement for R.C.C. work includingstraightening, cutting, bending, placing inpositionand binding all complete up to plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at windowsills, ceiling level and the like Cement mortar 1:6 (1 cement : 6 coarse sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Centering and shuttering including strutting, propping etc. and removal of form as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge for :

Foundations, footings, bases of columns, etc. for mass concrete

Lintels, beams, plinth beams, girders,bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Stonework inplainashlar insuper structureuptofloor five level in cement mortar 1:6 (1cement : 6coarse sand) ncluding pointing with cement mortar1:2(1white cement : 2stone dust) with an admixture of pigment matching the stone shade One face dressed FOR STEPS as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and fixing 3 layer PP-R (Poly propyleneRandom copolymer) pipes confirming to IS 15801, UVstabilized & anti- microbial fusion welded, having thermal stability for hot & cold water supply, including allPP- R plain & brass threaded polypropylene randomfittings, i/c fixing the pipe with clamps at 1.00 m spacing.This includes testing of joints complete as per directionof Engineer-in-Charge. PN - 16 Pipe, 20mm OD (SDR-7.4)

CEMENT PLASTER 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tube as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing corrugated G.S. sheet roofing includingvertical / curved surface fixed with polymer coated J or Lhooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled withwhite lead, including a coat of approved steel primer andtwo coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required.0 .63 mm thick with zinc coating not less than 275 gm/ m² as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

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