Raising the height of Veranda and Plinth Protection of Shed, Minor Repair of shed and office and miscellaneous item etc. at Civil Supply Godown Jalgran Distt. Una (HP).

Excavation in earth work in all heights and depth in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site. according to the HP.PWD. specification

Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:Foundation and plinth and wall etc. including carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.

Providing form work with steel plates 3.15 mm( three decimal fifteen millimeter ) thick welded with angle iron in frame of 30x30x5mm(thirty into thirty into five millimeter) so as to give a fair finish including centering shuttering strutting and propping etcetera with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in including carriage of materials upto all leads and lifts Vertical surfaces such as walls (any thickness) partitions and like i/c attached buttresses, pillasters, plith and string courses and the liike including carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:Foundation and plinth and wall etc. including carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.

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 and above plinth level :1:2:4 (1 cement : 2 coarse sand): 4 graded stone aggregate 20 mm nominal size) Foundations, footings & bases of columns etc., and mass concrete, columns , walls, plinth beams beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, fecia ,staircases and spiral stair cases above plinth level up to floor five level, and curing complete, mixing the material in mechanical mixture and compacting the concrete with viberator complete excluding cost of form work and reinforcement for reinforced concrete work including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. including carriage of materials upto all leads and lifts.

Providing and laying tor steel reinforcement for reinforced cement concrete work including ,bending binding,straightening and placing in position complete in all floor level/ heights including cost of binding wire complete including entire carriage of material within all leads and lifts and other incidentials as per the direction by the Engineer-in-charge .

filling under floors complete as per drawings & technical specification Clause 1204.3.8 Granular material and as per direction of Engineer-in-Charge.

Painting two coats (including priming coat) on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matters:- With white enamel paint.or other than white including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.

Supplying and fixing rolling shutters of approved make, made of required size G.I. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and G.I. top cover of required thickness for rolling shutters 80x0.90or Ms laths with 0.90 mm thick top cover and as per direction of Engineer-in-Charge.

Providing and Fixing ball bearing for rolling shutters and as per direction of Engineer-in-Charge.