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| 1 | Excavation in foundation trenches etc in earth work inall kinds of soil , such as pick work, pick jumper work, jumper work , jumper blasting work, chiseling / wedging out rocks including pumpingorbailing out water upto all lifts, stacking the excavated soil in all leads from the edge of excavation and then returning the stacked soil in 15 cm (fifteen centimetres) layers when required in to plinth side of foundation etcetra consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-In -Charge,including carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge.Any loss to the public and private property during the course of execution and disposal of unserviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by the contractor to full extent in all respects in all cases as per direction of the Engineer-in-charge. |
| 2 | Providing form work with steel plates 3.15 mm (three point fifteen millimetre) thick welded with angle iron in frame 30 X 30 X 5 mm (thirty into thirty into five millimetre) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden battens and ballies, in all heights of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete and plain concrete work inVertical surfaces such as walls(Anythickness, partitions and the like including attached pillasters,buttresses,plinth and string courses and the like.within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals. |
| 3 | Providing and laying mechanically mixed and vibrated plain cement concrete 1:3:6 (one cement isto three sand isto six graded crushed stone aggregate 20 mm (twenty millimetre) nominal size) excluding the cost of form work in foudation and plinth as per the directions of the Engineer-in-charge including carriage of material within all leads and liftsand other incidentals. |
| 4 | Providing and laying mechanically mixed & vibrated cement concrete 1: 1.5:3 (one cement isto one decimal five sand isto three graded crushed stone aggregate 20 mm (twenty millimetre) nominal size) to obtain the minimum compressive strength of gradeM-20 (M- twenty) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in wall(any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two levelincluding carriage of material within allleads and lifts as per the direction of the Engineer-in-charge and other incidentals. |
| 5 | Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint In trusses and trussed purlins in building including carriage of material with in allleads and liftsin all heights as directed by the Engineer-in-Charge and other incidentals. |
| 6 | Providing and fixing 0.60mm(zero point six zero millimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 (twenty) microns over 5 (five) microns primer coating to back coat of polyster of 5 (five) microns over 5 (five) microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm( six millimetre) diametre with prepainted limpet and rubber washers complete with all accesoriees including carriage of material with in allleads and liftsin all heights as directed by theEngineer-in-charge and other incidentals |
| 7 | Providing and fixing ridges or hips 60 cm (sixty centimetre) overall with 0.60mm(zero point six zero millimetre) thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modifiedpolyster organic coating of 20 (twenty)microns over 5 (five) microns primer coating + back coat of polyster of 5 (five) microns over 5 (five) microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm(six millimetre)diametre andprepainted G.I. limpet and bitumen washers complete with all accessoriesincluding carriage of material with in allleads and liftsin all heights as directed by theEngineer-in-charge and other incidentals. |
| 8 | Supply and fixing expended metal to wood or steel members in partitions etc. Weight not exceeding 3 kg(three killogram).per square metre as per the directions of the Engineer-in-charge including carriage of material within all leads and liftsand other incidentals. |
| 9 | Providing and fixingM.S. Pressed butt hings with necessary screws. (Copper oxidised)(100X 58X 1.90mm) as per the directions of the Engineer-in-charge including carriage of material within all leads and liftsand other incidentals. |
| 10 | Providing and fixing oxidized M.S. sliding door bolts with nuts and screws etc. complete. (300x16mm)as per the directions of the Engineer-in-charge including carriage of material within all leads and liftsand other incidentals. |
| 11 | Providing and fixingoxidised M.S. Tower bolts (barrel type) with necessary screws etc. complete.(250x10mm) as per the directions of the Engineer-in-charge including carriage of material within all leads and liftsand other incidentals. |
| 12 | Providing and fixing oxidized M.S. handles with the necessary screws etc. complete. 125mm as per the directions of the Engineer-in-charge including carriage of material within all leads and liftsand other incidentals. |
| 13 | Painting two costs (excluding priming cost on new steel and other metal surfaces eith enamel paint brushin to give an even shade including cleaning the surface of all dirt,dust and other foregin mattersEnamel paint other than white |