Restoration of damage to cottages and parking due to settlement of soil (Heavy Rain during July 2023) at Hotel Srikhand Sarahan Distt. Shimla (H.P).

Earth work in excavation by mechnical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m Ordinary rock as per the diretion of Engineer in Charge at site.

Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 cement : 6 fine sand : 12 graded stone aggregate 40 mm nominal size) as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.

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

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 the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Tata/Sail/Jindal Panther/Shyam steel or as approved by HPPWD. Thermo-Mechanically Treated bars of grade Fe-500D or more as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like Cement mortar 1:6 (1 cement : 6 coarse sand) as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.

Demolishing cement concrete manually/ by mechanical means including disposal of material within all lead as per direction of Engineer - in - charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) including carriage of materials within all leads, lifts and heights.

Stone filling behind retaining walls as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.

Removal of reinforced column concrete by manually and cleaning of surface of reinforced bars by rust remover after providing tubular vertical supports and I-Section supports with top & bottom plates and additional Jack ballies below beams on all sides of columns including removal of the same and refixing for the other columns as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.

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