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| 1 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. |
| 2 | Providing and laying cement concrete in 1:4:8(1 Cement : 4 Coarce sand : 8graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors.but in 1:4:8 in coarse sand |
| 3 | Reinforced cement concrete work in beams, suspended floors, roofs balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 5 | RCC Work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding 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) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 9 | Class -150brick work in1:4cement and coarsesandof2.25fineness modulus mortar in super-structureaboveplinth levelup to floor two level ( up to two storeys ) including necessarycutting andmouldingofbrickworkas required andalsoincludinghoney combed brick work in thickness of wall more than 12cms. |
| 10 | Mild steelof Reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level. |
| 11 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto10 metre height, backing filled with a grout of average 12 mm thickcement mortar 1:3 (1 cement : 3 coarse sand) including pointing inwhite cement mortar 1:2 (1 white cement : 2 stone dust) with an admixtureof pigment matching the stone shade : (To be secured to the backingand the sides by means of cramps and pins which shall be paid forseparately) :30MM THK |
| 12 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. |
| 13 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 14 | Providing and engraving stone letter clading workxkSyksd oklh Jh lqjs\"kkpk;Z thLe`fr }kj |
| 15 | Providing and fixing double scaffolding system (cup lock type) on theexterior side of building/structure, upto 25 metre height, above groundlevel, including additional rows of scaffolding in stepped manner as perrequirement of site, made with 40 mm dia M.S. tube, placed 1.5 metrecentre to centre, horizontal & vertical tubes joint with cup & lock systemwith M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system inthe scaffolding for working platform etc. and maintaining it in a serviceablecondition for execution of work of cleaning and/ or pointing and/ orapplying chemical and removing it thereafter. The scaffolding systemshall be stiffened with bracings, runners, connecting with the building etc,wherever required, if feasible, for inspection of work at required locationswith essential safety features for the workmen etc., complete as perdirections and approval of Engineer-in-charge |
| 16 | GST |
