MC path from Dhani Ram Kashyap Niwas and Asha Niwas to Gain House and Verma Niwas to CPWD Boundary in ward No 5 Summer Hill RD 0 00 to 0 110 and 0 00 to 0 130 SH C O path over nallah PL PVC pipe 300mm dia to drain and PF MS pipe railing etc

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in charge.Nominal concrete 1:3:6 including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at approved dumping site Bharyal. including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars including carriage of materials within all leads lifts and other incidentals as per direction of 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) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (Along with C.I Cover)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

P/F M.S. Pipe 40 mm nominal bore for railing & fixed in M.S. Angle/Channels etc. including primer coat carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

P/L PVC Pipe 300 mm dia for waste water drain (heavy duty 6 kg pressure) including primer coat carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Providing and fixing PVC L-Bow 300 mm dia (heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

P/F PVC Door bend 300 mm dia (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

P/F PVC Plain Bend 300 mm dia (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

P/F PVC Collar 300 mm dia (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Carriage of material by mechanical transport including Loading & unloading & stacking of Muck/Debries in approved M.C. Dumping site at bharyal (10 km) inc carriage of material in all leads and lift and others incidentail as per direction of Engineer-in-Charge

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