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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 2 | All Kinds of soils |
| 3 | Ordinary Rock |
| 4 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. |
| 5 | All kinds of soil : |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation/bankingexcavated or stacked material : All kinds of soil : |
| 7 | Providing and laying hand packed stone soling 50 mm nominal size including filling, spreading, dressing,ramming, all leads lifts and all carriages complete. |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level |
| 10 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. |
| 12 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 16 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 18 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level |
| 20 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 21 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : |
| 22 | Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 23 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 24 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 25 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 27 | Foundations, footings, bases of columns etc. for mass concrete. |
| 28 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 29 | Suspended floors, roofs, landings, balconies and access platforms. |
| 30 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 31 | Arches, domes, vaults upto 6 m span |
| 32 | Extra for shuttering in circular work (20% of respective centering andShuttering items) |
| 33 | Foundations |
| 34 | Walls |
| 35 | Suspended Floors |
| 36 | Beams |
| 37 | Extra for arches, domes, vaults exceeding 6 m span |
| 38 | Columns, piers, abutments, pillars, posts and struts (Gate Pillars) |
| 39 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 40 | 12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand) |
| 41 | 15mm cement plaster on the rough side of single or half brick wallfinished with a floating coat of neat cement of mix :1 : 4 ( 1 cement : 4 fine sand) |
| 42 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mmangle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angles 40x40x6mm for diagonal braces |
| 43 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete excluding the cost of purlins, rafters and trusses: 0.63 mm thick with zinc coating not less than 275 gram/m 2 |
| 44 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gram/m 2 |
| 45 | Providing and fixing plained eaves boarding. 2nd class kail wood 300x40 mm (nominal size) |
| 46 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 47 | Made of G.I. wire of dia 4 mm |
| 48 | Laying and fitting of G.I. pipes (all classes) complete including cost of pipe specials and excluding cost of Pipes and Earth work. |
| 49 | 15 mm and 20 mm dia. G.I. pipes |
| 50 | 25 mm and 32 mm dia. G.I. pipes |
| 51 | 40 mm and 50 mm dia. G.I. pipes |
| 52 | 65 mm and 80 mm dia. G.I. pipes |
| 53 | 100 mm and 150 mm dia. G.I. pipes |
| 54 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes(excluding cost of pipe) |
| 55 | 200mm/150mm/100mm Dia DI |
| 56 | Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. |
| 57 | 200mm Dia DI |
| 58 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete |
| 59 | 25 to 40 mm nominal bore |
| 60 | 40 to 80mm nominal bore |
| 61 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. |
| 62 | 100mm Dia Sluice Valve Class-Ist |
| 63 | 150mm Dia Sluice Valve Class-Ist |
| 64 | 200mm Dia Sluice Valve Class-Ist |
| 65 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) |
| 66 | 25 mm nominal bore |
| 67 | 40 mm nominal bore |
| 68 | 50 mm nominal bore |
| 69 | 80mm nominal bore |
| 70 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete |
| 71 | 50mm Dia |
| 72 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 73 | Providing and fixing of MS flanged joints (12mm thick) to double flanged GI/DI pipes including cutting of pipes, welding charges, cutting of flanges, rubber gasket, bolts, nuts including testing of joint and all sorts of carriages. Complete Job. |
| 74 | 100mm Dia GI. |
| 75 | 150mm Dia GI. |
| 76 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 77 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): 2nd class kail wood |
| 78 | Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete. First class Budloo/Fir wood |
| 79 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class Kail wood 30mm thick |
| 80 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : Second class Kail wood 35mm Thick |
| 81 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40mm thick. Doors (Second Class kail wood) |
| 82 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 83 | Providing and fixing aluminum sliding door bolts ISI marked anodized (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 : |
| 84 | 300x16 mm |
| 85 | Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed torequired colour or shade with necessary screws etc. complete : |
| 86 | 150x10 mm |
| 87 | 100x10 mm |
| 88 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. |
| 89 | 125mm |
| 90 | 100mm |
| 91 | Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (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 : |
| 92 | Single rubber stopper |
| 93 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. |
| 94 | Providing & fixing White vitreous china water closet squatting pan(Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm |
| 95 | Providing and Fixing Stainless Steel-A ISI 304 Kitchen Sink as per IS 13983 with CI brackets and stainless steel plugs 40mm size including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board, 510x1040mm bowl depth 250mm |
| 96 | Providing and Fixing PVC Soil Waste and Vent Pipes. |
| 97 | 100mm |
| 98 | 75mm |
| 99 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 100 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work. |
| 101 | 15 mm dia. nominal bore |
| 102 | 20 mm dia. nominal bore |
| 103 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable lockingn arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 104 | Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 |
| 105 | Providing & fixing of 50 litre capacity gyser of approved quality (venus make or equivalent) including all necessary fittings like valves, pipes complete job. |
| 106 | Providing & fixing Lighting points in 1.5 sqmm multistrand PVC wire to be laid in conduits including providing & fixing of 5-A switches complete. |
| 107 | Providing & fixing heating points in 2.5 sqmm multistrand PVC copper wire to be laid in conduits including providing & fixing of 16-A switches complete. |
| 108 | Providing & fixing of 1200mm sweep ceiling fans complete with accessories including dimmer of ISI mark complete. |
| 109 | Providing & fixing of Exhaust fan in 1.5 sqmm stand wire to be laid in conduits complete. |
| 110 | Providing and Fixing of 16-A MCB of IndoCap complete. |
| 111 | Providing and Fixing of MCB Distribution Box 10 Way Main Double Door System. |
| 112 | Painting with synthetic enamel paint of approved brand and manufactureto give an even shade. |
| 113 | Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer’s specifications including appropriatepriming coat, preparation of surface, etc complete |
| 114 | Providing and incorporating during construction PGI Sheet strip including all sort of carriage etc complete job to make the construction joint water tight. |
| 115 | Providing and fixing 1st quality ceramic glazed tiles conforming to IS: •13753 of minimum thickness 5 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make approved by Engineer in- Charge in skirting, risers of steps and dados over 12mm thick bed of Cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry@ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 116 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. |
| 117 | Supplying and stacking at siteGraded crushed stone aggregate of size. |
| 118 | 63 mm to 45 mm |
| 119 | 53 mm to 22.4 mm |
| 120 | Stone screening of size (13.2 mm nominal size) |
| 121 | Moorum |
| 122 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 123 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. |
| 124 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressuredistributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy. For 50 mm compacted thickness using coarse aggregate of size 50-20mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG-10 @ 50 kg/10sqm. |
| 125 | 2.5 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc complete. With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 126 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 127 | Dry Random Rubble Masony with hard stone in foundation and Plinth , soakage pit walls using quarry stone with bond stone. |
| 128 | Carriage of materials by Mechanical Means from various stores including loading unloading stacking complete. |
| 129 | Pipes etc upto 35kms |
| 130 | 200mm Dia DI |
| 131 | 150mm Dia DI |
| 132 | 100mm Dia DI |
| 133 | Cement ( avg lead 35 kms ) |
| 134 | Steel average lead 35 Km |
| 135 | Sand/ Bajri 35 Kms Average Lead |
| 136 | Soling avg lead 35 kms |
| 137 | Bricks from average lead 100kms |
| 138 | Carriage of materials by Manual Means up to actual site of work Headload 500 Mtrs |
| 139 | Cement |
| 140 | Steel |
| 141 | Sand/ Bajri |
| 142 | Soling |
