Construction of 6 Nos. Type-I qtr. in CLBP Mehatpur, Distt. Una (HP).

Earth work in excavation by mechanical 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-in-charge. All kind of soil including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. within all leads and lifts.

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, with all lead and lift. All kind of soil including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. within all leads and lifts.

Providing and laying in position cement concrete of specified 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) including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. within all leads and lifts.

Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty into five millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden/ steel battens and ballies, height of propping and centring below supporting floor to ceiling upto any height and removal of the same for in situ-reinforced concrete and plain concrete work, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.:-(a) Foundation footing bases of columns etc. and mass concrete.

b) Columns, pillars, posts and struts. Square, rectangular or polygonal in plan, in Super-structure for all floor level in all heights.

(c) Beams, cantilevers, girders and lintels sides and soffits of beams, beam hunchings, cantilevers, bressumers and lintels up to any depth in Super-structure for all floor level in all heights.

(d) Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Floors etc.upto any thickness in Super-structure for all floor level in all heights.

d) Stair cases (except spiral staircases) excluding landing but prepairing of the surface and finishing of nosing upto all floor levels.

e) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge including carriage of material in all leads and lifts. (A) All works upto plinth level