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| 1 | Earthwork in excavation by Mechanical means up to a depthof 2 in below the existing ground level tor foundation, trenchesOf foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessaryand removal of surplus earth with all lead and lifts as directedand specified for the following classification Of soils.ln hard rockBIasting prohibited |
| 2 | Random rubble masonry with hard stone in superstructureabove plinth level and up to tirst floor level, including levellingup with cement concrete 1 :6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) at window sill, ceiling level and the likeCement mortar 1 :6 (1 cement: 6 coarse sand) |
| 3 | Supplying, fitting and fixing in position reinforcement bars upto lst floor level, conforming to relevant I.S. Code for R.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs,spacers etc. complete. (Rates inclusive of all wastage,lappage, hooks, chairs, anchorage etc. and no measurementfor the same is required)Cement mortar 1 :6 (1 Thermo-Mechanically Treated bars |
| 4 | Centering and shuttering including strutting, proppingetc. and removal of form for all heights complcte and asdirected by Engineer in charge.Cement mortar Foundations, footings, bases of columns, etc. for massconcrete (using steel). |
| 5 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel) |
| 6 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel). |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth levelM20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, fillets, columns,pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement:Cement mortar 1 :6 (1 cement: 6 coarse sand) |
| 9 | Reinforced cement concrete work in beams, slabs, 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 first flcor level, excluding the cost of centerlng, shuttering, finishing and reinforcementM20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 10 | Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) |
| 11 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes up to 10 mm dia. etc. complete |
| 12 | Providing and fixing G.I. chain link fabric fencing Of required width in mesh size 50x50 mm includjng strengthening with 2 mm dia. wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-chargeMadeof G.I. wire ofdia. 4 mm |
| 13 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per loo in (minimum), between the two posts fitted and fixed with G.I. staples, turn bucl(les etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire |
| 14 | Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia. 10 in openable length (total length 90 in), having 50 nos. rounds per 6 in length, up to 3 in height of wall with existing angle iron 'Y. shaped placed 2.4 in or 3.00 in apart and with 9 horizontal P.B.T. reinforced barbed wire, stud tied with G.I. staples and a.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tiedto angle iron, all complete as per direction of Engineer-incharge, with reinforced barbed tape (Pl.B.T.)/ Spring core (2.5 mm thick) wire Of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gin/in (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 15 | 20 mm cement plaster of mix:1 :4 (1 cement: 4 coarse sand) |
| 16 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade |
| 17 | Applying one coat of water thinnable cement primer of approved brand and manufacture on surfacesWater thinnable cement primer |
| 18 | Wall painting with acrylic emulsion pain of approved brand and manufacture to give an even shade:New work (two or more coats) Please Enable Macros to View BoQ information |
