A R M O in PHC Pujarli No 4 tehsil Tikkar Distt Shimla Sh C o R wall in PCC 1 4 8 and steel stairs gutter etc Deposit Work

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.as directed by the Engineer-in-Change

Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change

Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change

Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change

Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change

Pain/reinforced cement concrete in sub structure as per drawaing and technical specification clause 802,804,805,806,807,1202 and 1204

Steel work welded in built up sections and framed workm incliding cutting, hoisting, fixing in position and applying a coat of lead paint in beans joints channels angles tees flats with connection plates or angle cleats as in main and cross beams, hip and jack rafters, purlins and connected to common rafters and the like as per specification.

Providing and fixing 30 cm wide and 45cm overall semicircular plain G.I sheet gutter with iron brackets 40x30mm size bolts and nuts and washer etc. including making necessary connection with rain water pipe complete (i) 0.63mm thick sheet including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.