Construction of Dwelling Units on Location No 5 Krishna Nagar under RAY at Shimla SH CO Civil Work of 16 Dwelling Units Sanitary Work Fitting and CC M30 for approach road in ward No 13 Krishna Nagar

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.

Centering and shuttering including struting, propping etc and removal of form work for Columns, pilars, Piers, Abutments, Post and Struts.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Centering and shuttering including struting, propping etc and removal of form work for lintels, Beams, plinth beams, girders, Bressumers and cantilevers upto all floor levels. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Centering and shuttering including struting, propping etc and removal of form work for Suspended floors, roofs, landings , balconies and access platforms. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Reinforced cement concrete work in column, pillars, peirs, abutments,post and struts etc, 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.

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.

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

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Half Brick masonary with burnt clay F.P.S. non modular bricks including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.

Kota stone slab flooring with semi round nosing over 20mm (ave.) thick base of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (25mm thick) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.