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| 1 | Surface dressing of the ground including removing vegetation andin-equalities not exceeding 15 cm deep and disposal of rubbish,lead upto 50 m and lift upto 1.5 m. |
| 2 | All kinds of soil. |
| 3 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level: |
| 7 | 1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 8 | 1:2:4 ( 1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 10 | Thermo-Mechanically Treated bars |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 14 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : |
| 15 | 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : |
| 17 | 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 18 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 20 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in |
| 21 | Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 22 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : |
| 23 | 1:3 (1 cement: 3 fine sand) |
| 24 | Steel work in built up tubular (round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete. |
| 25 | Electric resistance or induction butt welded tubes. |
| 26 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with |
| 27 | Precoated galvanised iron profile sheets 0.40 mm thick |
| 28 | Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : |
| 29 | Gutter (600 mm over all girth). |
| 30 | Precoated galvanised iron profile sheets 0.40 mm thick |
| 31 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of Ist class teak wood and priming coat with approved steel primer all complete. |
| 32 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 33 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 34 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 35 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. |
| 36 | Two or more coats on new work |
| 37 | Applying priming coat: |
| 38 | With ready mixed red oxide zinc chromate primer of approved |
| 39 | Providing and fixing plastic rope |
| 40 | 30mm dia @ 0.405 kg/m |
