C/o Langar Bhawan for Durga Mata Temple at Pujali in G.P. Bag Dumehar Kotkhai, Distt. Shimla, H.P.

Amount

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 including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Centering and shuttering including strutting, propping etc. and removal of form for including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Foundations, footings, bases of columns, etc. for mass concrete including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Lintels, beams, plinth beams, girders, bressumers and cantilevers including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Suspended floors, roofs, landings, balconies and access platform including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Columns, Pillars, Piers, Abutments, Posts and Struts including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Stairs, (excluding landings) except spiralstaircases including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

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)and as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-charges.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)as per HP:PWD, specififation of 1990 Volume-I, 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 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like 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 all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Sunny Chauhan

VINOD AUMTA

Sanjeev Kumar