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| 1 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.Deduct for not watering the excavated earth for banking |
| 2 | CARRIAGE OF MATERIALS ( MECHANICAL TRANSPORT) Earth….............02 km |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 kinds of soil |
| 4 | Constructing vertical bunds with sloping faces, by boulder filling (dry,handpacked tightly); including cost of stones but excluding cost of wirecrates |
| 5 | Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stonesand weaving materials |
| 6 | Add Cost of wire crates |
| 7 | CARRIAGE OF MATERIALS ( MECHANICAL TRANSPORT) Stone….............05 km |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 13 | back filling behind abutment, wing wall and return wall complete as per drawing and technical specification (Filling available execavated earth) |
| 14 | CARRIAGE OF MATERIALS ( MECHANICAL TRANSPORT) Stone Agg….............25 km |
| 15 | CARRIAGE OF MATERIALS ( MECHANICAL TRANSPORT) Sand….............10 km |
| 16 | CARRIAGE OF MATERIALS ( MECHANICAL TRANSPORT) Cement & Steel….............80 km |
| 17 | Dumping stone including cost of stones. in Horizontal on level |
| 18 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 19 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All workup to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 22 | Providing and fixing M.S Pipe of size 300mm dia and 20 feet length including carriage, excavation, bedding and refelling of earth all complete job. |
| 23 | Random rubble masonry with hard stone laid dry in foundation, plinth & walls Laid without bond stone |
| 24 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). Please Enable Macros to View BoQ information |
