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| 1 | Earth work in excavation by mechanical means(Hydraulic Excavator)/ manual means in foundation trenches or drains(not execeeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.FoundationPlinth Beam |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not execding 20 cm in depth consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Deduction(-) FoundationShort Colum |
| 3 | Providing and laying in positiion cement concrete of specified grade excluding the cost of centering and shuttering- all work up to plinth level.(1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)FoundationPlinth Beam |
| 4 | Providing and fixing up to floor five level precast cement concrete hollow block including hoisting and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), cost of required centering, shuttering complete 1:11/2:3 (1 Cement: 11/2 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size)Wall |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1 1/2:3 (1 Cement: 11/2 coarse sand:3 graded stone aggregate 20 mm nominal size)FoundationShort ColumnPlinth Beam |
| 6 | Reinforced cement concrete work in walls (any thickness) including attached plasters, butresses, plinth and string courses, fillets, cloloumns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1 1/2:3 (1 Cement: 11/2 coarse sand:3 graded stone aggregate 20 mm nominal size)Column |
| 7 | 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 up to floor five level, exculding cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)Lintel Beam |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concreteBedFoundation |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, griders, bressumers and cantileversPlinth BeamLintel Beam |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted barsFoundation Jalli, Colum, Stirrups, Plinth Beam & Lintel Beam |
| 12 | Providing teinforced by organic fibres and/ or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J or L hooks, bolts and nuts 8 mm dia, G. I plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses) including cutting sheets to size and shape wherever requiredRoof |
| 13 | Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/ or inorganic sunthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete: Corrugated serrated adjustable ridges |
| 14 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc complete. All G.I. Pipe Post (80 mm dia GI Pipe)Vertical Front Frame Post (50 mm dia GIPipe)Vertical Side Frame Post (50 mm dia GI Pipe) Horizontal Front Wall Frame (40 mm dia GI Pipe) Horizontal Side Wall Frame (40 mm dia GI Pipe)Truss (65 mm dia GI Pipe) Struts (40 mm dia GI Pipe)Purlin (50 mm dia GI Pipe) |
| 15 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting and fixing in position and applying a priming coat of approved steel primer all complete. Plate 12 mm thick |
| 16 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand ) - Wall |
| 17 | Applying one coat of water thinnable cement primer od approved brand and manufacturer on wall surface : water thinnable cement primerWall |
| 18 | Finishing walls with water proofing cement paint of required shade:New Work (two or more coats applied @3.84 kg/10 sqm)Wall |
| 19 | Providing and fixing toughened glass of thickness 12 mm to the frame by means of suitable silicon gel/ or any other appropriate means etc. all complete |
| 20 | Providing and fixing of G.I wire mesh of mesh size 40 mm x 40 mm (thickness 2.5 mm) on the frames etc. all complete as per the direction of Engineer-in-Charge |
| 21 | Painting with synthetic enamel paint of approved brand and manufacturer of required colour to give an even shade: Two or more coats on new work |
| 22 | Providing and fixing eaves board by necessay fastener\"s etc. all complete |
