Construction of State Information Commission building at Chotta Shimla SH C.O retaining wall in front of building and path etc.

Earth work in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring the bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 mtr, Dressing of sides and bottom and back filling in trenches with excavated suitable material in ordinary rocks upto 3mtr depth within all leads and lifts as per the direction of the Engineer-in-charge

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor all level, including the cost of centering, shuttering and finishing: 1:5:10 (1 cement : 5coarse sand) : 10 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting propping ete and removal of form work for Retaining walls, return walls, walle tany thickness) mcluding attached pilasters, buttresses, pinth and string cothses fillets, kerbs and steps ete

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor all level, including the cost of centering, shuttering and finishing: 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening cutting, bending, placing in position and bindig all complete above plinth leve (i) Thermo-Mechanically Treated bars of grade i.Fe-550D or more

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor all level, including the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand) :6 graded stone aggregate 20 mm nominal size)

Square Rubble Masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clauses 704.6 and 1302.5 complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge

Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including carriage of materials within all leads and lifts as per direction of Engineer-in-charge.

Stone filling behind retaining wall per HP.PWD specification 1990 Volume - I including carriage of materials within all leads and lifts as per direction of Engineer-in-charge.

Precast plain chequered tiles hydraulic compressed 25 mm thick laid in floors, treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 (1 cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) complete with tiles of medium shades.including carriage of materials within all leads and lifts.(N.T.C make)