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| 1 | 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 1:4:8 or leaner mix (i/c equivalent design mix) |
| 2 | Providing and laying cement concrete in retaining walls, return walls, 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) 1:3:6 (One cement : Three coarse sand) : Six graded stone aggregate 20 mm nominal size) |
| 3 | Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 150 mm dia. |
| 4 | (ii) 110 mm dia |
| 5 | (iii) 90mm dia |
| 6 | Providing and fixing PVC single equal branch plain ISI marked including fixing with approved adhesive etc. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 150 mm dia. |
| 7 | (ii) 110 mm dia. |
| 8 | (iii) 90 mm dia |
| 9 | Providing and fixing PVC collars ISI marked including fixing with approved adhesive etc including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 150 mm dia. |
| 10 | (ii) 110 mm dia. |
| 11 | (iii) 90 mm dia. |
| 12 | Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 150 mm dia. |
| 13 | (ii) 110 mm dia |
| 14 | (iii) 90 mm dia. |
| 15 | Providing and fixing PVC single equal branch with oval access door, ISI marked insertion rubber washer 3 mm thick bolts and nuts complete including fixing with approved adhesive etc. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 150 mm dia. |
| 16 | (ii) 110 mm dia. |
| 17 | (iii) 90 mm dia |
| 18 | Providing and fixing PVC door bend with oval access door, insertion rubber washer 3 mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. including carriage of materials in all leads as per directions of the Engineer-in-Charge. (i) 150mm dia |
| 19 | (ii) 110 mm dia. |
| 20 | (iii) 90 mm dia |
| 21 | Providing and fixing PVC degree bend ISI marked including fixing with approved adhesive etc. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 150 mm dia. |
| 22 | (ii) 110 mm dia. |
| 23 | (iii) 90 mm dia |
| 24 | Providing and fixing PVC floor trap ISI marked of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 110mm x 90mm (one hundred ten milimetre into ninety millimetre) nominal size. |
| 25 | Providing and fixing stoneware gully trap grade ''A'' complete with C.I. grating, brick masonary chamber in cement mortar 1:5 and water tight C.I. cover with frame of 300x300mm size (inside) the weight of cover to be not less than 4.53 kg and frame to be not less than 2.72kg. (i) Round Mouth traps (a) 100mmx100mm size P or S Type lead as per direction of Engineer - in- Charge. |
| 26 | Providing and fixing G.I pipes complete with G.I fittings and clamps including cutting chases and making good the all including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge. (i) 15mm (Fifteen millimeters) nominal bore |
| 27 | Providing and fixing G.I union in G.I pipe including cutting and threading the pipe and making long screws complete (New work) including carriage of materials in all leads and lifts as per direction of the Engineer-in-Charge. (i) 15mm (Fifteen millimeters) nominal bore |
| 28 | Constructing brick masonary manhole in cement mortar 1:4 (One cement: Four coarse sand) with R.C.C. top slab in 1:1:5:3 mix (one cement : One: Five coarse sand : Three graded stone aggregate 20mm(twenty milimetre) nominal size), foundation concrete 1:4;8 (one cement : four sand : eight graded stone aggregate 40 mm(forty milimetre) nomonal size), inside plastering 15mm (fifteen milimetre)thick with cement mortar 1:3 (one cement : three sand) and finished with floating coat of neat cement and making channels in cement concrete 1:2:4 mix (one cement : two sand : four graded stone aggregate 20mm(twenty milimetre) nominal size) finished smooth complete including curing and testing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a)Inside size 900mmx800mm and 45cm deep including precast cemocrete cover with frame (medium duty) 600mm internal dimensions. (a) With common burnt clay F.P.S (Non modular) brick of class designation 7.5. |
| 29 | (ii) Inside size 120x90cm and 90cm deep including C.I. cover with frame (medium duty) 500mm internal dia. Total weight of cover and frame to be not less than 116kg (weight of cover 58kg and weight of frame 58kg) common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including carriage of materials in all leads and lifts as per direction of the Engineer-in-Charge. |
| 30 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of prescribed charges of dumping to the owner of dumping site as per satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. 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 and shall have to be duly compensated by him in all respects including all incidental charges. |
| 31 | Disposal of muck /denris/ excavated earth upto site approved by Municipal Corporation surrounding Shimla upto all leads and lifts as per directions of the Engineer-in-Charge. |
| 32 | Providing and fixing Checkered tiles hydraulic compressed 20mm thick of specified sizes laid in floors, treads of steps and landings on a bed of 25mm average thickness of cement mortar 1:6 (One cement : Six sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of following shade including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.. (i) medium |
| 33 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)For thickness of tiles 10 mm to 25 mm |
| 34 | Providing and fixing vitreous China wash down, water closet (European type. W.C. pan) with integral 'P' or 'S' trap including jointing thetrap with soil pipe in cement mortar 1:1(1 cement : 1 sand) (Seat and over to bemeasured and paid for separately) including carriage of materials in all leads as per directions of the Engineer-in-Charge (i) One piece EWC |
| 35 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 36 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 37 | Providing and fixing chromium plated brass soap dish with C.P. Brass brackets fixed to wooden plug with C.P. Brass screws including carriage of mateirals in all leads and lifts as per directions of the Engineer-in-Charge. (E.S) |
| 38 | Providing and fixing corner set including carriage of mateirals in all leads and lifts as per directions of the Engineer-in-Charge. |
| 39 | Providing and fixing 100 mm sand cast Iron grating for gully trap including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 40 | Taking out existing CC interlocking paver blocks from footpath/central verage including removal of rubbish etc disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50meter lead as per direction of Engineer-in-Charge. |
| 41 | Providing and laying factory made chamfered edge cement concrete paver blocks in foothpath, parks, lawns, drive ways or light traffic parking etc of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand , compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. (i) 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. Through rate. |
| 42 | Providing and laying factory made chamfered edge cement concrete paver blocks in foothpath, parks, lawns, drive ways or light traffic parking etc of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand , compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. (i) 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. (ii) Labour Rate |
| 43 | Providing and Fixing Cemocrete Mainhole cover for inspection chamber/manhole including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
