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| 1 | 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 approved dumping site Bharyal. 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. |
| 2 | Centering and shuttering including struting, propping etc and removal of form work for Columns, pilars, Piers, Abutments, Post and Struts.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 3 | Centering and shuttering including struting, propping etc and removal of form work for lintels, Beams, plinth beams, girders, Bressumers and cantilevers upto all floor levels. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 4 | Centering and shuttering including struting, propping etc and removal of form work for Suspended floors, roofs, landings , balconies and access platforms. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 5 | Reinforced cement concrete work in column, pillars, peirs, abutments,post and struts etc, above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 6 | 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending placing in position and binding all complete above plinth level.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 9 | Half Brick masonary with burnt clay F.P.S. non modular bricks including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 10 | Kota stone slab flooring with semi round nosing over 20mm (ave.) thick base of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (25mm thick) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 11 | Kota stone slab 25mm thick in riser of step skirting, dado and pillars laid on 12mm (ave.) thick base of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 12 | Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) laid in one layer 40mm thick.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 13 | Providing and laying spartec ceramic tiles 5.5mm thick in flooring 300x300mm size fixed on 12mm thick bed of 1:3 cement mortar and jointed with grey cement slurry mixed with pigment. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 14 | White glazed tiles 6mm thick in skirting, risers of steps and dado 12mm thick cement mortar 1:3 (1 cement : 3 sand) and jointed with cement slurry mixed with pigment to match the shade of tiles complete.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 15 | Providing and fixing 0.62mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 16 | Providing ridges or hips of width 60 cm overall width plain G.S. prepainted sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m² Ridges plain (500 - 600mm) metre including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 17 | Providing and fixing 15 cm wide 45 cm overall half semicircular plain G.I. sheet gutter with iron brackets 40x3mm size bolts, nuts and washers etc. i/c making connection with rain water pipe complete as per design 0.63mm thick sheet including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 18 | Providing and fixing on wall face C.I. rain water pipes of working pressure not less than 4.5 kg/sq cm including filling the joints with approved adhesive complete 100 mm dia. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 19 | Providing and fixing angle iron doors, windows, clerestory window frame chaukhat of mild steel angle iron section of 40x40x6mm required following the design including fixing of necessary hold fasts lugs 10cm long embedded in cement concrete blocks 15x10x10cm size of 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) and rigidly fixed with mechanical means.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 20 | Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel section joints mitred and welded with 16x3.15mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm size of 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws for fixed steel window including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 21 | Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel section joints mitred and welded with 16x3.15mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm size of 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws for side hung window.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 22 | 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 including carriage of material in all leads and lifts; common rafters and the like.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 23 | 6mm thick cement plaster to ceiling in cement mortar 1:3 (1 cement : 3 sand) including carriage of material in all leads and lifts. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 24 | 15mm cement plaster in single coat on fair side of brick/concrete/ stone walls for interior/exterior plastering up to all heights including arises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1 cement : 6 sand)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 25 | 15mm cement plaster in single coat on rough side of brick/concrete/ stone walls plastering up to all heights including arises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1 cement : 6 sand)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 26 | Provding and appling white cement based putty of average thickness 1mm. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 27 | Distempering (two coats) with oil bond washable distemper of approved brand and manufacture and of required shade on un-decorated wall surface to give an even shade over and including priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth. Priming coat with distemper primer (roof) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 28 | Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on un-decorated wall surface to give an even shade including thoroughly brushing the surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty as required for making the surface (internal wall).including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 29 | Wall finishing with water proofing cement paint of approved brand and manufacture and of required shade on un-decorated wall surfaces two coat to give an even shade after thoroughly brushing the surface to remove all dirt and dust and mortar droppings and other foreign matters including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 30 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces ofshutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 31 | Providing and fixing S S Handle, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete 125 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 32 | Providing and fixing S S tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 33 | Providing and fixing S S sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 34 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 35 | Providing and fixing M.S. B.P. Sheet of 2mm thickness for Facia. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 36 | P/L PVC Pipe 100 mm dia (Heavy duty B-Type) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 37 | P/F PVC Door Bend 100 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 38 | P/F PVC Collar 100 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 39 | P/F PVC Door Tee 100 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 40 | P/L PVC pipes 75 mm nominal bore (Heavy duty B-Type) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 41 | P/F PVC Door Bend 75 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 42 | P/F PVC Collar 75 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 43 | P/F PVC Tee 75 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 44 | P/L G.I Pipe 15 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 45 | P/F G.I / M.I union 15 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 46 | P/F G.I Nipple 15 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 47 | P/F CP Brass /S.S Bib Cock 15 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 48 | P/F CP Brass / S.S Angle cock 15 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 49 | P/F CP Brass / S.S Stop Cock 15 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 50 | P/F Gate Valve 15 mm nominal bore (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 51 | Providing and fixing CP Brass / S.S towel rail complete with CP brass bracket fixed to wooden plug with CP Brass Chrome plate including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 52 | Providing and fixing CP/ S.S grating 100 mm dia Approved quality including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 53 | Providing and Fixing 32 mm dia PVC waste pipe for wash basin or sink including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 54 | Providing and fixing water closet squatting pan (European type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 55 | Provding and Fixing solid plastic seat with lid for pedestal type W.C. Pan.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 56 | Providing and Fixing 8mm dia C.P./S.S. Jet with flexible tube. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 57 | Proving and fixing PVC connection pipe 15mm with brass union for wah basin including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 58 | Providing and fixing CP brass / S.S soap dish with CP brass bracket fixed to wooden cleats with brass screws chrome plate including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 59 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :125x64x1.90 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 60 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 61 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Circular shape 450 mm dia including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 62 | Providing and Fixing brass / S.S Pillar cock. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 63 | Providing and fixing 0.47 mm th. prepainted Liner sheet for celling etc Complete with all accessories and required as per the direction of Engineer-in-charge |
| 64 | Constructing brick masnry manhole in cement mortar 1:4 with RCC top slab with 1:1.5:3 mix inside size 90*80cm and 45cm deep including C.I. Cover.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 65 | P/L C.I. Pipe of 100mm dia for approved brand including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 66 | P/F C.I. bend of 100mm dia of approved brand including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 67 | P/F C.I. Collar of 100mm dia of approved brand including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 68 | P/F C.I. Tee of 100mm dia of approved brand including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 69 | P/L C.I. Pipe of 150mm dia of approved brand including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 70 | P/F C.I. bend of 90 degree 150mm dia of approved brand including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 71 | P/F C.I. bend of 45 degree 150mm dia of approved brand including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 72 | P/F C.I. Collar of 150mm dia of approved brand including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 73 | P/F Steel kitchen sink with G.I. Or M.S. brackets, painted white including cutting cutting holes in walls and making good the same but excluding fitting. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 74 | 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. Hot finished welded type tubes including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 75 | Providing and Fixing of Polished Grenite stone for flooring laid over 20mm sand bed with cement mortar 1:4. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 76 | Providing plinth protection 50mm thick in cement concrete1:3:6(1 Cement: 3 Sand: 6 Graded stone aggregated 20mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 77 | Providing under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregated 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 78 | Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm in cement mortar 1:6 (1 Cement: 6 Sand) and inside plastring with cement plaster 1:3 (1 Cement:3 Sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 Cement: 5 Sand: 10 graded stone aggregate) of 40 mm nominal size) and 7.5 cm cement concrete 1:2:4 (1Cement: 2 Sand: 4 Graded stone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 79 | Providing and fixing PVC water storage tank syntax or equivalent three layer cost of connecting / tank nipples , making connection etc. 1000 litres capacity including all assecories. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 80 | Providing and fixing MS holder bat clamps of approved design to Cl or SCI pipes embeded in and including cement concrete block 10)dOx10cm of 1:2:4 mix Icement:2sand:4 raded stone a 20mm nominal size and cost of including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 81 | Providing and laying cement concrete 1:2:4 and curing complete excluding the cost of farm work for plain/ reinforced concrete in retaining walls, breast walls, as per HP.PWD. techanical Specification. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 82 | Stone filling behind Retaining walls including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 83 | P/L design mix cement concrete of M-30 grade, in roads/taxi track/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40mm nominal size, providing dowel bars, including steel form workwith sturdy channel sections, providing and filling joints with approved joint filler and sealants.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 84 | Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and comber including spreading, watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification. 100mm spread thickness (finished work including materials and labour) |
| 85 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 86 | 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 : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 87 | Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
