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| 1 | Steel work welded in built up sections, and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) In gratings, framed guards bars ladders, railing, brackets and similar work. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (i) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Earth work in excavation by mwechancial means ( Hydraulic Excavator ) / Means in of foundation Trenches or drains 9 not exceeding 1.5 m in width or 10 Sqm on plan ) including dressing of sides and ramming of bottoms , lifts up to 1.5 m including getting out the excavated soil and dsiposal of surplus excavated soil as directed with in as lead of 50 m ( All kinds of soil ) Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor in all respects including all incidental charges as per direction of the Engineer-in-charge. |
| 4 | Dismantling G.I Pipes including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 15mm nominal bore |
| 5 | Providing and fixing G.I union in G.I pipe including trenching and refilling etc (i) External work , (a) 15 mm dia nominal bore , as per direction of the Engineer-in-charge. |
| 6 | (b) 15 mm nominal bore (Labour Rate) |
| 7 | Painting two coats(excluding coat) on new steel and metal surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter including carriage of materials in all leads as per directions of the Engineer-in-Charge.(i) Enemal paint other than white. |
| 8 | Fixing water meter in G.I Pipe line including cutting and threrading the pipe and making long screws etc including carriage of materials in all leads as per directions of the Engineer-in-Charge. (cost of water meter and stop cock to be paid separaterly). (Labour Rate). |
| 9 | Providing and fixing G.I union in G.I pipe including cutting and threading the pipe and making long screws etc. complete (New work) , (a) 15 mm dia nominal bore including carriage of materials in all leads and lifts as per ditections of the Engineer - in - Charge |
| 10 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with out fittings and the base support for tank including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (Labour Rate) |
| 11 | Removing water tanks (at all levels) polyethylene water storage tank IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (Labour Rate). |
| 12 | Providing and fixing ball valve (brass) of approved quality including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge. (i)15mm nominal bore |
| 13 | (i) 15 mm nominal bore (Labour rate) |
| 14 | Providing and laying cement concrete in retaining walls, return walls, (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 1:2:4 (one cement : Two coarse sand) : Four graded stone aggregate 20mm (twenty milimetre) nominal size). |
| 15 | (ii) 1:3:6 ( 1 Cement : 3 coarse sand ) : 6 graded stone aggregate 20 mm nominal size. |
| 16 | Providing and fixing G.I sheet water tank lid including carriage of materials in all leads and lifts as per ditections of the Engineer - in - Charge . |
| 17 | Supplying and fixing welded mesh to wood or steel members in partitions etc includingone coat of priming coat. (i) Size 25x25x3 mm including carriage of materials in all leads and lifts as per ditections of the Engineer - in - Charge |
| 18 | Providing and fixing copper oxidised fittings (iron) (i) Butt hinges : 75x47x1.70mm , as per direction of the Engineer-in-charge. |
| 19 | Providing and fixing oxidizes M.S. sliding door bolts with nuts and screws etc . Complete. (i) 250x 16mm including carriage of materials in all leads and lifts as per ditections of the Engineer - in - Charge |
| 20 | Providing and fixing oxidised M.S. tower bolts (barrel type) with necessary screws etc. complets . (i) 150x10mm including carriage of materials in all leads and lifts as per ditections of the Engineer - in - Charge |
| 21 | Providing and fixing 0.60mm(zero point six zero milimetre) 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 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 8mm dia metre with prepainted limpet and bitumen washers complete with all accesoriees as required as per the direction of Engineer-in-charge. (TATA DURSHINE) |
| 22 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with out fittings and the base support for tank including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (SINTEX FOOD GRADE)8000 Ltr |
| 23 | Providing and fixing Checkerred tiles hydraulic compressed 20 mm thick of specified sizes laid in floors, treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 ( 1 cement :6 sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles (Wherever required) incliding rubbing and polishing complete with tiles of fllowing Shade (i) MEDIUM, as per direction of the Engineer-in-charge. |
| 24 | Disposal of Musk / Debris upto site approved by MC surrounding Shimla including carriage of materials in all leads and liftes as per direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
