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| Name of Work: PROVISION OF ENABLING WORKS FOR SETTING UP OF A MISSILE TEST FACILITY AT NAGAYALANKA. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Chapter I : Site Development | 1 | ||
| 2 | 1.01 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 1.01 | 498880 | cum |
| 3 | 1.02 | Extra for Carriage of earth for leads as mentioned below | 1.02 | ||
| 4 | 1.03 | From 5 km upto 7.5 Km | 1.03 | 498880 | cum |
| 5 | 1.04 | From 7.5 km upto 10 Km | 1.04 | 498880 | cum |
| 6 | 1.05 | From 10 km upto 12.5 Km | 1.05 | 498880 | cum |
| 7 | 1.06 | From 12.5 km upto 15.0 Km | 1.06 | 498880 | cum |
| 8 | 1.07 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | 1.07 | 498880 | cum |
| 9 | 2 | Chapter II : Building Including Internal Services | 2 | ||
| 10 | 2.01 | Subhead - I : Earth Work | 2.01 | ||
| 11 | 2.02 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 2.02 | ||
| 12 | 2.03 | All kinds of soil | 2.03 | 50 | cum |
| 13 | 2.04 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m | 2.04 | ||
| 14 | 2.05 | All kinds of soil. | 2.05 | 875 | cum |
| 15 | 2.06 | Disposal of surplus excavated earth for leads as mentioned below | 2.06 | ||
| 16 | 2.07 | From 50m up to 1 Km per Km | 2.07 | 75 | cum |
| 17 | 2.08 | From 1 Km up to 2 Km per Km | 2.08 | 75 | cum |
| 18 | 2.09 | From 2 Km up to 3 Km per Km | 2.09 | 75 | cum |
| 19 | 2.1 | From 3 Km up to 4 Km per Km | 2.1 | 75 | cum |
| 20 | 2.11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 2.11 | 555 | cum |
| 21 | 2.12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 2.12 | 50 | cum |
| 22 | 2.13 | Supplying and filling murrum in plinth, including transporting, unloading, spreading, watering proper consolidating with 10 tonne power roller (wherever 10 tonne power roller cannot be operated the consolidation shall be done using 1 tonne vibro roller or heavy duty powered earth rammer) in layers not exceeding 150mm thick and dressing the surface complete as directed (Degree of consolidation 95% proctor density). | 2.13 | 135 | cum |
| 23 | 2.14 | Supplying chemical emulsion in sealed containers including delivery as specified. | 2.14 | ||
| 24 | 2.15 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 2.15 | 140 | litre |
| 25 | 2.16 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : | 2.16 | ||
| 26 | 2.17 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: | 2.17 | ||
| 27 | 2.18 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | 2.18 | 97 | metre |
| 28 | 2.19 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: | 2.19 | ||
| 29 | 2.2 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 2.2 | 232 | sqm |
| 30 | 3 | Subhead - II : Pile Work | 3 | ||
| 31 | 3.01 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). | 3.01 | ||
| 32 | 3.02 | 1000 mm dia piles | 3.02 | 1100 | metre |
| 33 | 3.03 | 1200 mm dia piles | 3.03 | 300 | metre |
| 34 | 3.04 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. | 3.04 | ||
| 35 | 3.05 | Single pile above 50 tonne and upto 100 tonne Safe capacity | 3.05 | ||
| 36 | 3.06 | Initial test (Test Load 2.5 times the Safe capacity) | 3.06 | 2 | per test |
| 37 | 3.07 | Routine test (Test Load 1.5 times the Safe capacity) | 3.07 | 2 | per test |
| 38 | 4 | Subhead - III : Concrete Work | 4 | ||
| 39 | 4.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | 4.01 | ||
| 40 | 4.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size) | 4.02 | 2 | cum |
| 41 | 4.03 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 4.03 | 56 | cum |
| 42 | 4.04 | 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: | 4.04 | ||
| 43 | 4.05 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 4.05 | 3 | cum |
| 44 | 4.06 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | 4.06 | 10 | per 50 \nkg cement |
| 45 | 4.07 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 4.07 | 92 | sqm |
| 46 | 4.08 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | 4.08 | 10 | cum |
| 47 | 4.09 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | 4.09 | 100 | sqm |
| 48 | 5 | Subhead - IV : Reinforced Cement Concrete | 5 | ||
| 49 | 5.01 | Centering and shuttering including strutting, propping etc. and removal of form for : | 5.01 | ||
| 50 | 5.02 | Foundations, footings, bases of columns, etc. for mass concrete | 5.02 | 125 | sqm |
| 51 | 5.03 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 5.03 | 225 | sqm |
| 52 | 5.04 | Suspended floors, roofs, landings, balconies and access platform | 5.04 | 395 | sqm |
| 53 | 5.05 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 5.05 | 505 | sqm |
| 54 | 5.06 | Columns, Pillars, Piers, Abutments, Posts and Struts | 5.06 | 830 | sqm |
| 55 | 5.07 | Stairs, (excluding landings) except spiral-staircases | 5.07 | 50 | sqm |
| 56 | 5.08 | Extra for shuttering in circular work (20% of respective centering and shuttering items) | 5.08 | ||
| 57 | 5.09 | for columns | 5.09 | 25 | sqm |
| 58 | 5.1 | for beams | 5.1 | 25 | sqm |
| 59 | 5.11 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | 5.11 | 25 | sqm |
| 60 | 5.12 | Weather shade, Chajjas, corbels etc., including edges | 5.12 | 10 | sqm |
| 61 | 5.13 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). | 5.13 | ||
| 62 | 5.14 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | 5.14 | 200 | sqm |
| 63 | 5.15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | 5.15 | ||
| 64 | 5.16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 5.16 | 130 | tonne |
| 65 | 5.17 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. | 5.17 | ||
| 66 | 5.18 | (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable / recoverable separately) | 5.18 | ||
| 67 | 5.19 | All works upto plinth level | 5.19 | 210 | cum |
| 68 | 5.2 | All works above plinth level upto floor V level | 5.2 | 270 | cum |
| 69 | 5.21 | Extra for providing richer mixes at all floor levels. | 5.21 | ||
| 70 | 5.22 | Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. | 5.22 | ||
| 71 | 5.23 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) | 5.23 | 480 | cum |
| 72 | 5.24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 5.24 | 192 | quintal |
| 73 | 5.25 | Deduct for using manufactured sand obtained from Crushed Stone/Rock in lieu of coarse sand (Zone III).(Qty of river sand to be calculated for deduction as per approved standard norms). | 5.25 | 100 | cum |
| 74 | 6 | Subhead - V : Brick & Stone Work | 6 | ||
| 75 | 6.01 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | 6.01 | ||
| 76 | 6.02 | Cement mortar 1:6 (1 cement : 6 coarse sand) | 6.02 | 35 | cum |
| 77 | 6.03 | 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 : | 6.03 | ||
| 78 | 6.04 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | 6.04 | 185 | cum |
| 79 | 6.05 | Half brick masonry 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. | 6.05 | ||
| 80 | 6.06 | Cement mortar 1:4 (1 cement : 4 coarse sand) | 6.06 | 30 | sqm |
| 81 | 6.07 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | 6.07 | 30 | sqm |
| 82 | 6.08 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : | 6.08 | ||
| 83 | 6.09 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | 6.09 | 45 | cum |
| 84 | 7 | Subhead - VI : Marble and Granite Work | 7 | ||
| 85 | 7.01 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. | 7.01 | ||
| 86 | 7.02 | Granite of any colour and shade | 7.02 | ||
| 87 | 7.03 | Area of slab upto 0.50 sqm | 7.03 | 5 | sqm |
| 88 | 7.04 | Area of slab over 0.50 sqm | 7.04 | 5 | sqm |
| 89 | 7.05 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete | 7.05 | 8 | each |
| 90 | 7.06 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. | 7.06 | ||
| 91 | 7.07 | Granite Stone of approved shade | 7.07 | 2 | sqm |
| 92 | 7.08 | Providing and fixing clamps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). | 7.08 | ||
| 93 | 7.09 | Stainless steel clamps | 7.09 | 10 | kg |
| 94 | 7.1 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. | 7.1 | ||
| 95 | 7.11 | Wedge expansion type | 7.11 | ||
| 96 | 7.12 | Fastener with threaded dia 10 mm | 7.12 | 10 | each |
| 97 | 8 | Subhead - VII : Wood and PVC Work | 8 | ||
| 98 | 8.01 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: | 8.01 | ||
| 99 | 8.02 | Profile C | 8.02 | ||
| 100 | 8.03 | Fixing with adjustable lugs with split end tail to each jamb | 8.03 | 60 | metre |
| 101 | 8.04 | Profile E | 8.04 | ||
| 102 | 8.05 | Fixing with adjustable lugs with split end tail to each jamb | 8.05 | 5 | metre |
| 103 | 8.06 | 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 of shutters. | 8.06 | ||
| 104 | 8.07 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | 8.07 | 10 | sqm |
| 105 | 8.08 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: | 8.08 | ||
| 106 | 8.09 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | 8.09 | 25 | sqm |
| 107 | 8.1 | 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. | 8.1 | ||
| 108 | 8.11 | Fixed to steel windows by welding | 8.11 | 750 | kg |
| 109 | 8.12 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | 8.12 | 6 | each |
| 110 | 8.13 | Providing and fixing ISI marked aluminium butt hinges 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: | 8.13 | ||
| 111 | 8.14 | 125x75x4 mm | 8.14 | 12 | each |
| 112 | 8.15 | 75x63x4 mm | 8.15 | 120 | each |
| 113 | 8.16 | Providing and fixing aluminium 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 : | 8.16 | ||
| 114 | 8.17 | 300x16 mm | 8.17 | 30 | each |
| 115 | 8.18 | Providing and fixing aluminium 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 : | 8.18 | ||
| 116 | 8.19 | 250x10 mm | 8.19 | 74 | each |
| 117 | 8.2 | 100x10 mm | 8.2 | 120 | each |
| 118 | 8.21 | Providing and fixing aluminium handles, 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 : | 8.21 | ||
| 119 | 8.22 | 125 mm | 8.22 | 37 | each |
| 120 | 8.23 | 75 mm | 8.23 | 62 | each |
| 121 | 8.24 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (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. | 8.24 | ||
| 122 | 8.25 | Twin rubber stopper | 8.25 | 37 | each |
| 123 | 8.26 | Providing and fixing Universal centre lock US 20 of Dorma or equivalent with EPC etc all complete. | 8.26 | 1 | each |
| 124 | 8.27 | Providing and fixing 2nd class teak wood lipping/ moulded beading or taj beading of size 18X5 mm fixed with wooden adhesive of approved quality and screws/nails on the edges of the Pre-laminated particle board as per direction of Engineer-in-charge. | 8.27 | 125 | metre |
| 125 | 8.28 | Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge. | 8.28 | 4 | each |
| 126 | 8.29 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | 8.29 | 25 | metre |
| 127 | 8.3 | Providing and fixing to existing door frames. | 8.3 | ||
| 128 | 8.31 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | 8.31 | 10 | sqm |
| 129 | 8.32 | Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. | 8.32 | 20 | sqm |
| 130 | 8.33 | Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : | 8.33 | ||
| 131 | 8.34 | 35 mm thick shutters | 8.34 | ||
| 132 | 8.35 | With ISI marked stainless steel butt hinges of required size | 8.35 | ||
| 133 | 8.36 | Second class teak wood | 8.36 | 10 | sqm |
| 134 | 8.37 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. | 8.37 | ||
| 135 | 8.38 | With 12 mm mild steel U beading | 8.38 | 89 | sqm |
| 136 | 8.39 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-incharge (Door handle, lock and stopper etc.to be paid separately). | 8.39 | 10 | sqm |
| 137 | 8.4 | Providing and fixing pull Handle of Dorma Model no. TGDI35025S or approved equivalent back to back with adjustable fixing for glass , wood and metal doors in satin stainless steel. The pull handles should have supporting washer with raised bevelling on the outer surface. Length-350mm, 25mm dia, and grade SS304 | 8.4 | 1 | pair |
| 138 | 8.41 | Providing and fixing in position wall panelling with 12mm thick MDF panels fixed in position with frame work made of aluminium in 600 x 1200 mm c/c spacing and fixing 6mm thick ply wood of approved brand and make on MDF panel and fixing 4mm thick teak veneer of approved shade and colour over ply wood including all necessary accessories for fixing and polishing the veneer / painting etc., complete for finished item of work as shown in the Architectural drawing (Aluminium frame work shall be measured under relevant item) | 8.41 | 49 | sqm |
| 139 | 9 | Subhead - VIII : Steel Work | 9 | ||
| 140 | 9.01 | 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. | 9.01 | 100 | kg |
| 141 | 9.02 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 9.02 | 1000 | kg |
| 142 | 9.03 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | 9.03 | ||
| 143 | 9.04 | In gratings, frames, guard bar, ladder , railings, brackets, gates and similar works | 9.04 | 3650 | kg |
| 144 | 9.05 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners, etc.). | 9.05 | 225 | kg |
| 145 | 10 | Subhead - IX : Flooring | 10 | ||
| 146 | 10.01 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. | 10.01 | ||
| 147 | 10.02 | 40 mm thick with 20 mm nominal size stone aggregate | 10.02 | 5 | sqm |
| 148 | 10.03 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement | 10.03 | ||
| 149 | 10.04 | 18 mm thick | 10.04 | 2 | sqm |
| 150 | 10.05 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | 10.05 | ||
| 151 | 10.06 | 25 mm thick | 10.06 | 25 | sqm |
| 152 | 10.07 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | 10.07 | 3 | sqm |
| 153 | 10.08 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | 10.08 | 10 | metre |
| 154 | 10.09 | Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. | 10.09 | 5 | sqm |
| 155 | 10.1 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. | 10.1 | ||
| 156 | 10.11 | Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | 10.11 | 80 | sqm |
| 157 | 10.12 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : | 10.12 | ||
| 158 | 10.13 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | 10.13 | 15 | sqm |
| 159 | 10.14 | Providing and laying Polished Granite stone flooring for treads in single peice in required design and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 Coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. | 10.14 | ||
| 160 | 10.15 | Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | 10.15 | 7 | sqm |
| 161 | 10.16 | Providing and laying Polished Granite Stone work for skirting, risers of steps over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 Coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. | 10.16 | 30 | sqm |
| 162 | 10.17 | Providing and laying Flame finished Granite stone flooring for treads in single peice in required design and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 Coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. | 10.17 | ||
| 163 | 10.18 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | 10.18 | 44 | sqm |
| 164 | 10.19 | Providing and laying Flame finished Granite Stone work for skirting, risers of steps over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 Coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. | 10.19 | 14 | sqm |
| 165 | 10.2 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc.complete as per design approved by Engineer-in-Charge. | 10.2 | ||
| 166 | 10.21 | Granite work | 10.21 | 10 | metre |
| 167 | 10.22 | Providing and fixing Ist quality ceramic glazed wall tiles , conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Tile Size 300 X600mm are as approved by the Engineer in charge \nMake \nJOHNSON (Magno-WH ,Magno-HL-1, Magno-GR or Equivalent ) \nKAJARIA (Vista Décor , Vista pins , Vista Walnet or Equivalent ).\nSOMANY (Casa Daino Dark , Casa Daino Light , Casa Daino - HL or Equivalent). | 10.22 | 160 | sqm |
| 168 | 10.23 | Providing and laying Ceramic glazed or antiskid floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. Make \nJOHNSON ( Croma flurry/ Rosso Verona or Equivalent ) \nKAJARIA (K-6208/6201 or Equivalent ).\nSOMANY ( Nuvaro Mocha/Decia grey walia or Equivalent ). | 10.23 | 40 | sqm |
| 169 | 10.24 | Providing and laying Double Charged vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Make \nJOHNSON (Croma flurry/ Rosso Verona or Equivalent ) KAJARIA(K-6208/6201 or Equivalent ).\nSOMANY (Nuvaro Mocha/Decia grey walia or Equivalent ). | 10.24 | ||
| 170 | 10.25 | Size of Tile 600 x 600 mm | 10.25 | 137 | sqm |
| 171 | 10.26 | Providing and laying Double Charged Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Make \nJOHNSON (Croma flurry/ Rosso Verona or Equivalent ) \nKAJARIA (K-6208/6201 or Equivalent ).\nSOMANY ( Nuvaro Mocha/Decia grey walia or Equivalent ). | 10.26 | ||
| 172 | 10.27 | Size of Tile 600x600 mm | 10.27 | 22 | sqm |
| 173 | 10.28 | Providing and filling in floor depressions with cinder concrete composed of one part of cement, five parts of coarse sand and ten parts of cinder (1:5:10) of 12.5mm nominal size cinder by proportion mixed to uniform consistency using optimum quantity of water, spreading, sectioning and compacting to the desired levels etc., complete all as per specifications | 10.28 | 5 | cum |
| 174 | 11 | Subhead - X : Roofing | 11 | ||
| 175 | 11.01 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | 11.01 | ||
| 176 | 11.02 | 110 mm diameter | 11.02 | 19 | metre |
| 177 | 11.03 | 160 mm diameter | 11.03 | 15 | metre |
| 178 | 11.04 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | 11.04 | ||
| 179 | 11.05 | Coupler | 11.05 | ||
| 180 | 11.06 | 110 mm | 11.06 | 2 | each |
| 181 | 11.07 | 160mm | 11.07 | 2 | each |
| 182 | 11.08 | Single tee without door | 11.08 | ||
| 183 | 11.09 | 110x110x110 mm of working pressure 4kg/sqm | 11.09 | 2 | each |
| 184 | 11.1 | 160x160x160 mm of working pressure 4kg/sqm | 11.1 | 2 | each |
| 185 | 11.11 | Shoe (Plain) | 11.11 | ||
| 186 | 11.12 | 110 mm Shoe of working pressure 4kg/sqm | 11.12 | 3 | each |
| 187 | 11.13 | 160mm Shoe of working pressure 4kg/sqm | 11.13 | 2 | each |
| 188 | 11.14 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, | 11.14 | ||
| 189 | 11.15 | including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : | 11.15 | ||
| 190 | 11.16 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks) | 11.16 | 25 | sqm |
| 191 | 11.17 | Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced | 11.17 | ||
| 192 | 11.18 | at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge. | 11.18 | ||
| 193 | 11.19 | With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) (Armstrong / Daiken or equivalent) | 11.19 | 25 | sqm |
| 194 | 12 | Subhead - XI : Finishing | 12 | ||
| 195 | 12.01 | 12 mm cement plaster of mix : | 12.01 | ||
| 196 | 12.02 | 1:6 (1 cement: 6 coarse sand) | 12.02 | 570 | sqm |
| 197 | 12.03 | 15 mm cement plaster on rough side of single or half brick wall of mix: | 12.03 | ||
| 198 | 12.04 | 1:6 (1 cement: 6 coarse sand) | 12.04 | 570 | sqm |
| 199 | 12.05 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge | 12.05 | 850 | sqm |
| 200 | 12.06 | 6 mm cement plaster of mix : | 12.06 | ||
| 201 | 12.07 | 1:3 (1 cement : 3 fine sand) | 12.07 | 315 | sqm |
| 202 | 12.08 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | 12.08 | 20 | Per bag\nof 50 kg\ncement used\nin the \nmix |
| 203 | 12.09 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | 12.09 | 200 | metre |
| 204 | 12.1 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | 12.1 | 400 | sqm |
| 205 | 12.11 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : | 12.11 | ||
| 206 | 12.12 | Flush/ Ruled pointing | 12.12 | 20 | sqm |
| 207 | 12.13 | Providing and fixing GI hexagonal chicken wire mesh of size 12mm x 22g at the junction of disimilar surfaces of masonry wall and RCC column by beams and the like including necessary nails for fixing etc, complete all as per specification and direction of Engineer - in - charge for all floors at all heights. | 12.13 | 50 | sqm |
| 208 | 12.14 | White washing with lime to give an even shade | 12.14 | ||
| 209 | 12.15 | New work (three or more coats) | 12.15 | 130 | sqm |
| 210 | 12.16 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : | 12.16 | ||
| 211 | 12.17 | New work (two or more coats) over and including water thinnable priming coat with cement primer | 12.17 | 975 | sqm |
| 212 | 12.18 | Finishing walls with Acrylic Smooth exterior paint of required shade | 12.18 | ||
| 213 | 12.19 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 12.19 | 425 | sqm |
| 214 | 12.2 | Finishing walls with textured exterior paint of required shade : | 12.2 | ||
| 215 | 12.21 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | 12.21 | 425 | sqm |
| 216 | 12.22 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | 12.22 | ||
| 217 | 12.23 | Two or more coats on new work | 12.23 | 60 | sqm |
| 218 | 12.24 | French spirit polishing : | 12.24 | ||
| 219 | 12.25 | Two or more coats on new works including a coat of wood filler | 12.25 | 25 | sqm |
| 220 | 12.26 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. | 12.26 | ||
| 221 | 12.27 | On steel work | 12.27 | 275 | sqm |
| 222 | 12.28 | Applying priming coat: | 12.28 | ||
| 223 | 12.29 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | 12.29 | 60 | sqm |
| 224 | 12.3 | Deduct for not applying priming coat on structural steel work | 12.3 | 1850 | kg |
| 225 | 12.31 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. | 12.31 | ||
| 226 | 12.32 | Two coats | 12.32 | 200 | sqm |
| 227 | 13 | Subhead - XII : Sanitary Installations | 13 | ||
| 228 | 13.01 | Providing and fixing water closet squatting pan (Indian type W.C.pan ) of Model No.HW20004 of Hinduware Make or approve equivalent 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 | 13.01 | 2 | each |
| 229 | 13.02 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) of model No. CNS WHT-553SN of Jaguar or approved Equivalent with seat and lid, 10 litre low level white P.V.C. flushing cistern of Model No. CNS WHT-203C of Jaguar or approved Equivalent of 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 : W.C. pan with ISI marked white solid plastic seat and lid | 13.02 | 4 | each |
| 230 | 13.03 | Supply, Installing, testing and commissioning EWC & Cistern (2/4 dual flush) complete with fittings & seat cover for Physically Challenged with increased height for convenience with 'P' or 'S' trap with cistern with raised soft- push button for convenient access, with grab bars and hinged bars necessary for physically challenged toilets with all internal parts for efficient functioning with polypropylene solid hard seat and cover of with polythene buffers and flap, brass CP wall flanges, brass CP bolts and nuts 15mm brass CP angle valve, 450 mm long inlet (type) connection pipe, all HINDWARE Cat 70002 or Equivalent model from Parryware, (Wash basin 46 x 36 with one pair mounting brackets, ewc & cistern complete with fittings & seat cover, one no. Hinged rail 76 cm & 5 nos. of grab rails 60 cm COMPLETE) with mounting chair bracket custom made to specific dimensions as mentioned by the architect / engineer, fixing of 110mm dia straight type straight syphon UPVC WC pan connector with neoprene rubber ring and necessary accessories etc., complete. (All fittings of approved make). | 13.03 | 1 | each |
| 231 | 13.04 | Supply and fixing of vitreous china oval type wash basin for Physically Challenged of HINDWARE MAKE, make colour, with cold water supply connecting pipe with angular stop cock, CP waste coupling with plug chain, 32mm dia CP bottle trap, etc of approved make. The work shall include cutting and making good the walls and floors complete. Supply and fixing of 15mm dia CP pillar cock with aerators / flow restrictors. The work shall include cutting and making good the walls and floors. (All fittings of HINDWARE MAKE or Equivalent model from Jaquar or Parryware). | 13.04 | ||
| 232 | 13.05 | Supply and fixing of Health Faucet (ABS Chrome Plated) of the closet mounting type with hose, hand shower (Health Faucet) with 8mm Dia 1.2m long Flexible tube and Wall Hook with complete fittings of JAQUAR make - ALD-573 or Equivalent model from Parryware / Hindware. (All fittings of approved make) | 13.05 | 6 | each |
| 233 | 13.06 | Providing and fixing white vitreous china flat back half stall urinal of Model No. URS- WHT-13261of Jaguar make or approved equivalent of size 580x380x350 mm with flush valve, fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with flush valve | 13.06 | 3 | each |
| 234 | 13.07 | Supply and fixing of Metropole flush valve dual flow, 32mm size (concealed body) with exposed shut off provision and 100mm square plate etc all complete. (Jaquar model no. FLV- 1085 SQ / Parryware / Hindware or approved equivalent make.) | 13.07 | 3 | each |
| 235 | 13.08 | Providing and fixing Wash Hand Basin Oval type comprising of; | 13.08 | 5 | each |
| 236 | 13.09 | a) Glazed vitreous china below counter Oval shaped wash basin of approved brand/ make, shape, size and pattern of (Jaquar make, Model No.CNS-WHT-705 or Equivalent model from Parryware / Hindware)\nb) One pressmatic for wash basin with base flange (Jaquar make, Model No.PRS-031 or Equivalent Approved make)\nc) One 15mm heavy quality flexible PVC inlet pipe connection with C.P.brass hexagonal check nuts with washers at both ends.\nd) One 15mm Angle Stop Cock (Jaquar make, Model No. KUP-35053PM or Equivalent model from Parryware / Hindware) on the inlet to the basin\ne) One 32mm heavy quality CP brass waste coupling with rubber plug and CP chain (JAQUAR-ALD-709 or Equivalent model from Parryware / Hindware)\nf) Bottle Trap of JAQUAR Code No. ALD-769L or Equivalent model from Parryware / Hindware with internal parttion, 32mm size with 300mm and 190mm long wall connection pipes and wall flange. | 13.09 | ||
| 237 | 13.1 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. | 13.1 | ||
| 238 | 13.11 | Semi rigid pipe | 13.11 | ||
| 239 | 13.12 | 32 mm dia | 13.12 | 1 | each |
| 240 | 13.13 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : | 13.13 | ||
| 241 | 13.14 | Kitchen sink with drain board | 13.14 | ||
| 242 | 13.15 | 510x1040 mm bowl depth 250 mm | 13.15 | 1 | each |
| 243 | 13.16 | Providing and fixing in position Toilet paper roll holder with flap recessed type (Jaquar Code No. AHS-1553) or Equivalent model from Parryware / Hindware with necessary CP screws and washers fixed to wall, fixing and making good the surface etc; complete all as specified and directed. | 13.16 | 5 | each |
| 244 | 13.17 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | 13.17 | 1 | each |
| 245 | 13.18 | Providing and fixing UPVC floor trap with 75mm dia outlet \"Supreme\" or Equivalent model from Parryware / Hindware, including connection with PVC soil / waste pipe, necessary 150mm thick CC 1:2:4 for embedding the trap including providing and fixing top rail and strainer on top of the trap etc. complete all as per specifications and as directed by the Engineer in-charge. | 13.18 | 13 | each |
| 246 | 13.19 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: | 13.19 | ||
| 247 | 13.2 | 100x100 mm size P type | 13.2 | ||
| 248 | 13.21 | With Sewer bricks conforming to IS : 4885 | 13.21 | 3 | each |
| 249 | 13.22 | Supplying and fixing of PVC cowl of 100 mm dia of approved brand, quality etc., all complete. | 13.22 | 3 | each |
| 250 | 13.23 | Providing and fixing in position soap dish Jaquar- Code No. AQN-7731 or Equivalent model from Parryware / Hindware with necessary CP screws and washers fixed to the wall etc. Complete all as specified. | 13.23 | 5 | each |
| 251 | 13.24 | Providing and fixing CP liquid soap container JAQUAR - AKP-35735P or Equivalent model from Parryware / Hindware of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms | 13.24 | 2 | each |
| 252 | 13.25 | Providing and fixing in position best approved quality robe hook of Jaquar code no. AQN - 7791 or Equivalent model from Parryware / Hindware, fixed to wall with necessary screws, plugs, etc. all as specified and directed. | 13.25 | 5 | each |
| 253 | 13.26 | Providing and fixing in position Towel Ring of Jaquar- Code No. AQN-7721 or Equivalent model from Parryware / Hindware with necessary CP screws and TW plugs fixed to wall complete all as specified and directed by EIC | 13.26 | 5 | each |
| 254 | 13.27 | Providing and fixing in position Hand dryer of Jaquar- Code No. HDR-SAP-M06ACS or Equivalent model from Parryware / Hindware, made of AISI 304 stainless steel and satin finish etc., complete all as specified and directed by EIC | 13.27 | 1 | each |
| 255 | 13.28 | Supplying, Laying and fixing in position under floor against wall in chases PVC SWR drainage pipes and specials, rubber rings conforming to IS13592 Type \"B\" of \"Supreme\" or Equivalent model from approved makes as per manufacturers specification including cutting the pipes to required lengths, necessary excavation, chasing the walls and concrete surfaces and restoring to original conditions, testing etc complete all as per drawing and as directed by the Engineer in charge. .(Specials at Junction of lateral pipe and vertical stack must have access door for inspection) | 13.28 | ||
| 256 | 13.29 | 75 mm diameter | 13.29 | 35 | metre |
| 257 | 13.3 | 110 mm diameter | 13.3 | 25 | metre |
| 258 | 13.31 | 160 mm diameter | 13.31 | 30 | metre |
| 259 | 13.32 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design | 13.32 | ||
| 260 | 13.33 | Inside dimensions 455x610 mm and 45 cm deep for single pipe line : | 13.33 | ||
| 261 | 13.34 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 13.34 | 3 | each |
| 262 | 13.35 | Extra for depth beyond 45 cm of brick masonry chamber : | 13.35 | ||
| 263 | 13.36 | For 455x610 mm size | 13.36 | ||
| 264 | 13.37 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 13.37 | 2 | metre |
| 265 | 14 | Subhead - XIII : Internal Water Supply | 14 | ||
| 266 | 14.01 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. | 14.01 | ||
| 267 | 14.02 | Internal work - Exposed on wall | 14.02 | ||
| 268 | 14.03 | 32 mm nominal outer dia Pipes | 14.03 | 25 | metre |
| 269 | 14.04 | 40 mm nominal outer dia Pipes | 14.04 | 15 | metre |
| 270 | 14.05 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. | 14.05 | ||
| 271 | 14.06 | Concealed work, including cutting chases and making good the walls etc. | 14.06 | ||
| 272 | 14.07 | 15 mm nominal outer dia Pipes | 14.07 | 5 | metre |
| 273 | 14.08 | 20 mm nominal outer dia Pipes | 14.08 | 25 | metre |
| 274 | 14.09 | 25 mm nominal outer dia Pipes | 14.09 | 15 | metre |
| 275 | 14.1 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. | 14.1 | ||
| 276 | 14.11 | Internal work - Exposed on wall | 14.11 | ||
| 277 | 14.12 | 32 mm dia nominal bore | 14.12 | 10 | metre |
| 278 | 14.13 | 40 mm dia nominal bore | 14.13 | 10 | metre |
| 279 | 14.14 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | 14.14 | ||
| 280 | 14.15 | 25 mm nominal bore | 14.15 | 1 | each |
| 281 | 14.16 | 32 mm nominal bore. | 14.16 | 1 | each |
| 282 | 14.17 | 40 mm nominal bore | 14.17 | 1 | each |
| 283 | 14.18 | Supply and fixing of Bib Cock (Straight line Model) with wall flange of Jaquar make, Model No. SOL-6047 / Parryware / Hindware or approved equivalent make with complete fittings of approved make. | 14.18 | 5 | each |
| 284 | 14.19 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | 14.19 | ||
| 285 | 14.2 | 15 mm nominal bore | 14.2 | 5 | each |
| 286 | 14.21 | Providing and fixing 6mm thick frameless mirror fixed to the wall / tiles with wall anchors, glue and mirror clips screws including all incidentials etc all complete as directed by engineer-in-Charge. | 14.21 | 2 | sqm |
| 287 | 14.22 | 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 without fittings and the base support for tank. | 14.22 | 1500 | per litre |
| 288 | 15 | Subhead - XIV : Aluminium Work | 15 | ||
| 289 | 15.01 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : | 15.01 | ||
| 290 | 15.02 | For fixed portion | 15.02 | ||
| 291 | 15.03 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | 15.03 | 565 | kg |
| 292 | 15.04 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | 15.04 | ||
| 293 | 15.05 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | 15.05 | 500 | kg |
| 294 | 15.06 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge. | 15.06 | ||
| 295 | 15.07 | Pre-laminated particle board with decorative lamination on both sides | 15.07 | 10 | sqm |
| 296 | 15.08 | Providing Stainless steel dash fastener of 8 mm dia and 75 mm long bolt | 15.08 | 40 | each |
| 297 | 15.09 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and thedirections of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): | 15.09 | ||
| 298 | 15.1 | With toughened glass panes of 5 mm thickness (weight not less than 12.5kg/sqm) | 15.1 | 100 | sqm |
| 299 | 15.11 | With toughened glass panes of 8.0 mm thickness (weight not less than 20kg/sqm) | 15.11 | 20 | sqm |
| 300 | 15.12 | 4mm thick frosted glass panes | 15.12 | 5 | sqm |
| 301 | 15.13 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. | 15.13 | ||
| 302 | 15.14 | With stainless steel cover plate minimum 1.25 mm thickness | 15.14 | 1 | each |
| 303 | 15.15 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. | 15.15 | ||
| 304 | 15.16 | Upto 5mm depth and 5 mm width | 15.16 | 180 | metre |
| 305 | 15.17 | Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge | 15.17 | ||
| 306 | 15.18 | Powder coated minimum thickness 50 micron aluminium | 15.18 | 10 | each |
| 307 | 15.19 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | 15.19 | 410 | kg |
| 308 | 16 | Subhead - XV : Water Proofing | 16 | ||
| 309 | 16.01 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: | 16.01 | ||
| 310 | 16.02 | Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. | 16.02 | ||
| 311 | 16.03 | Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. | 16.03 | ||
| 312 | 16.04 | After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge. | 16.04 | ||
| 313 | 16.05 | Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. | 16.05 | ||
| 314 | 16.06 | The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : | 16.06 | ||
| 315 | 16.07 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | 16.07 | 225 | sqm |
| 316 | 17 | Subhead - XVI : Internal Electrification | 17 | ||
| 317 | 17.01 | Point Wiring for Light/ Fan/ exhaust fan with 2 runs of 1100V grade 1.5 Sq.mm & 1 run of 1.5 Sq.mm FRLS insulated multistranded Copper wires, run in & including 25mm dia, 2mm thickness FRLS PVC ISI mark conduits concealed in wall after necessary chase cutting with finishing/surface in wall / ceiling conforming to IS 732 including all accessories such as junction boxes, conduit bends, elbows and ceiling rose, anodised GI Switch box with modular switch and the box covered with front plate. | 17.01 | ||
| 318 | 17.02 | One Lights point controlled by one 6A switch. | 17.02 | 22 | each |
| 319 | 17.03 | Two Lights point controlled by one 6A switch. | 17.03 | 18 | each |
| 320 | 17.04 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed heavy FRLS PVC conduit, 2 way modular switch,modular plate, suitable GI box and earthing the point with 1.5sq.mm FRLS PVC insulated copper conductor single core cableetc. as required. | 17.04 | 2 | each |
| 321 | 17.05 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 5 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. | 17.05 | 24 | each |
| 322 | 17.06 | Supply and wiring with 1.5Sqmm with 25mm dia and other accessories for Ceiling Fan point including GI box and controled by one 6A switch, 100W Step type Electronic regulator with Concealed MS fan hook box. | 17.06 | 16 | each |
| 323 | 17.07 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed heavy class FRLS PVC conduit as required | 17.07 | ||
| 324 | 17.08 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (From Switch board to point) | 17.08 | 300 | metre |
| 325 | 17.09 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (From DB to Switch board) | 17.09 | 400 | metre |
| 326 | 17.1 | Light/Fan Fixtures | 17.1 | ||
| 327 | 17.11 | Supply, Installation, Testing & Commissioning of the following Light Fixture with lamp, Control Gear & All necessary accessories. Luminaries with all electrical accessories & it should be energy efficient, etc. are prewired up to the terminal block & mounted on a removable control gear module for ease of maintenance. All electrical connections of the control gear module with the rest of the luminaries should be click fix & require use of no tools. Mounting options should be for both lateral as well as pole top mounting with Lamp Control Gear & Fixing Accessories. All fixtures shall be white colour & supplied with white lamps. All the light fixtures will be approved by Engineer-in-Charge. | 17.11 | ||
| 328 | 17.12 | 18W (4Feet) LED Light Fixture (Philips : BN021C LED20S PSU CDL GR) | 17.12 | 34 | each |
| 329 | 17.13 | 12W LED surface mounted fixture (Philips : SM200C LED11S PSU OD WH) | 17.13 | 4 | each |
| 330 | 17.14 | 15W LED surface mounted fixture (Philips : SM200C LED15S PSU OD WH) | 17.14 | 17 | each |
| 331 | 17.15 | 43W LED surface mounted mirror fixture (Philips : SM365C LED33-6500 PSU-OD WH) | 17.15 | 12 | each |
| 332 | 17.16 | Ceiling Fans | 17.16 | ||
| 333 | 17.17 | Supply and fixing of Ceiling fan of following sweep (white colour), suitable for operation on 230 / 240V, 50 Hz, single phase, A.C, supply complete with double ball bearing motor, required down rod, capacitor, three MS blades etc complete. | 17.17 | ||
| 334 | 17.18 | 1200mm Sweep 5 Star rated Ceiling fans | 17.18 | 17 | each |
| 335 | 17.19 | Exhaust Fans | 17.19 | ||
| 336 | 17.2 | Supply, Installation & Testing of following PVC Body with Louvers exhaust fan suitable for single phase, 240V, AC supply complete with motor all accessories etc complete. | 17.2 | ||
| 337 | 17.21 | 250mm Sweep | 17.21 | 7 | each |
| 338 | 17.22 | Supply Installation Testing and commissioning of TPN MCB Double door Distribution boards dust and vermin protected and rated for 415V Three Phase AC supply operation including incoming MCB /ELCB as per specifications and required capacity Neutral bar and Earth terminal complete as required and installed in concealed in wall after necessary chase cutting with finishing/surface in wall including all fixing materials required. MCBs shall conform to IS : 8828 and ELCB shall conform to IS :12640. All MCBs shall be 'C' Curve. DBs shall be provided along with required wire adopter boxes around the DB as required and dummys for spare ways in the DB (No claim shall be allowed for the same). | 17.22 | ||
| 339 | 17.23 | 6Way TPNMCBDB with 40A, 100mA 4Pole RCBO as incomer and 18 nos 6-25A SPMCBs as outgoings. (LDBs) | 17.23 | 2 | each |
| 340 | 17.24 | Power Wiring | 17.24 | ||
| 341 | 17.25 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. | 17.25 | 18 | each |
| 342 | 17.26 | Supply and fixing of factory made single phase 25A Metalclad socket with 25A SPMCB in MS box including all fixing accessories. | 17.26 | 8 | each |
| 343 | 17.27 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed heavy class FRLS PVC conduit as required | 17.27 | ||
| 344 | 17.28 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire | 17.28 | 450 | metre |
| 345 | 17.29 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire | 17.29 | 200 | metre |
| 346 | 17.3 | Supply Installation Testing and commissioning of TPN MCB Double door Distribution boards dust and vermin protected and rated for 415V Three Phase AC supply operation including incoming MCB /ELCB as per specifications and required capacity Neutral bar and Earth terminal complete as required and installed in concealed in wall after necessary chase cutting with finishing/surface in wall including all fixing materials required. MCBs shall conform to IS : 8828 and ELCB shall conform to IS :12640. All MCBs shall be 'C' Curve. DBs shall be provided along with required wire adopter boxes around the DB as required and dummies for spare ways in the DB (No claim shall be allowed for the same). | 17.3 | ||
| 347 | 17.31 | 6Way TPNMCBDB with 63A, 100mA 4Pole RCBO as incomer and 15nos 6-25A SPMCBs and 3nos 8KA SP SPDs as outgoings. (PDB) | 17.31 | 2 | each |
| 348 | 17.32 | 6Way VTPNMCBDB with 100A, 4Pole MCCB as incomer and 6nos 40/63A TP MCBs as outgoings. | 17.32 | 1 | each |
| 349 | 17.33 | Supply and laying of 80mm dia Class 'B' GI pipes laid 750mm below ground level including excavation, back filling etc., complete. | 17.33 | 20 | metre |
| 350 | 17.34 | Earthing | 17.34 | ||
| 351 | 17.35 | Providing maintenance free Earth station with consisting of 40mm dia pipe standard length (as per equipment supplier) electrode capsule, filled with earth enhancing compound, seald at both ends and brazed lead for connection at one end, suitable for direct installation at site, at a depth of 2.5mtrs. Earth enhancement compound upto a depth of 2.0meters arround the electrode capsule. Brick chamber & CI Cover complete. | 17.35 | 2 | each |
| 352 | 17.36 | Supply and laying of following size earth strips including excavation and refilling of earth when laid in ground and with all fixing accessories when laid in trench with necessary interconnections with earth station and equipments. | 17.36 | ||
| 353 | 17.37 | 50 x 5mm GI strip | 17.37 | ||
| 354 | 17.38 | Supply & laying in ground | 17.38 | 20 | metre |
| 355 | 17.39 | Supply & laying in existing trench / hume pipe | 17.39 | 10 | metre |
| 356 | 17.4 | Telephone & LAN | 17.4 | ||
| 357 | 17.41 | Supplying and fixing of following sizes of heavy class FRLS PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. | 17.41 | ||
| 358 | 17.42 | 25 mm | 17.42 | 10 | metre |
| 359 | 17.43 | Supply and laying of 25mm dia. 2mm thick PVC conduit concealed in wall/ ceiling/floor and drawing of 12SWG GI wire as fish wire for laying of LAN Cables at a later stage and supply of all fixing accessories such as junction boxes, conduit bends, etc., complete as required. | 17.43 | 100 | metre |
| 360 | 17.44 | Supply and fixing of Telephone outlet (RJ11) with anodised GI box of with front plate and telephone socket | 17.44 | 8 | each |
| 361 | 17.45 | Supply and fixing of LAN outlet (RJ45) with anodised GI box of with front plate | 17.45 | 8 | each |
| 362 | 17.46 | Supplying and drawing following pair 0.5 sq mm FR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. | 17.46 | ||
| 363 | 17.47 | 2 pair | 17.47 | 150 | metre |
| 364 | 17.48 | Supply and installation of following size Krone connectors in MS box complete as required. | 17.48 | ||
| 365 | 17.49 | 10pair | 17.49 | 1 | each |
| 366 | 18 | Chapter III : Roads & Culverts | 18 | ||
| 367 | 18.01 | Roads | 18.01 | ||
| 368 | 18.02 | Supplying and filling murrum in plinth, sub base course to roads etc., including transporting, unloading, spreading, watering proper consolidating with 10 tonne power roller (wherever 10 tonne power roller cannot be operated the consolidation shall be done using 1 tonne vibro roller or heavy duty powered earth rammer) in layers not exceeding 150mm thick and dressing the surface complete as directed (Degree of consolidation 95% proctor density). | 18.02 | 3310 | cum |
| 369 | 18.03 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 18.03 | ||
| 370 | 18.04 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 (250mm thick) | 18.04 | 6150 | cum |
| 371 | 18.05 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. (200mm thick) | 18.05 | 1900 | cum |
| 372 | 18.06 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. | 18.06 | ||
| 373 | 18.07 | With medium setting bitumen emulsion | 18.07 | ||
| 374 | 18.08 | On W.B.M / W.M.M. @ 0.4kg/sqm | 18.08 | 19000 | sqm |
| 375 | 18.09 | On bituminous surface @ 0.25kg/sqm | 18.09 | 19000 | sqm |
| 376 | 18.1 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. | 18.1 | ||
| 377 | 18.11 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.. | 18.11 | 950 | cum |
| 378 | 18.12 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. | 18.12 | ||
| 379 | 18.13 | 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 18.13 | 19000 | sqm |
| 380 | 18.14 | Culverts | 18.14 | ||
| 381 | 18.15 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m | 18.15 | ||
| 382 | 18.16 | All kinds of soil. | 18.16 | 850 | cum |
| 383 | 18.17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 18.17 | 1020 | cum |
| 384 | 18.18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | 18.18 | ||
| 385 | 18.19 | 1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 40 mm nominal size) | 18.19 | 230 | cum |
| 386 | 18.2 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | 18.2 | 50 | cum |
| 387 | 18.21 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 18.21 | 75 | cum |
| 388 | 18.22 | Centering and shuttering including strutting, propping etc. and removal of form for : | 18.22 | ||
| 389 | 18.23 | Foundations, footings, bases of columns, etc. for mass concrete | 18.23 | 265 | sqm |
| 390 | 18.24 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 18.24 | 1032.5 | sqm |
| 391 | 18.25 | Suspended floors, roofs, landings, balconies and access platform | 18.25 | 50 | sqm |
| 392 | 18.26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | 18.26 | ||
| 393 | 18.27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 18.27 | 35 | tonne |
| 394 | 18.28 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. | 18.28 | ||
| 395 | 18.29 | (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable / recoverable separately) | 18.29 | ||
| 396 | 18.3 | All works upto plinth level | 18.3 | 126 | cum |
| 397 | 18.31 | Extra for providing richer mixes at all floor levels. | 18.31 | ||
| 398 | 18.32 | Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. | 18.32 | ||
| 399 | 18.33 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) | 18.33 | 126 | cum |
| 400 | 18.34 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 18.34 | 50.4 | quintal |
| 401 | 18.35 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | 18.35 | ||
| 402 | 18.36 | 1000 mm dia. R.C.C. pipe | 18.36 | 120 | metre |
| 403 | 18.37 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 18.37 | 300 | sqm |
| 404 | 18.38 | Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm,in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 18.38 | 90 | cum |
| 405 | 18.39 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | 18.39 | ||
| 406 | 18.4 | 110 mm diameter | 18.4 | 15 | metre |
| 407 | 19 | Chapter III : Security wall & Chainlink fencing | 19 | ||
| 408 | 19.01 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). | 19.01 | ||
| 409 | 19.02 | 750 mm dia piles | 19.02 | 8300 | metre |
| 410 | 19.03 | 500 mm dia piles | 19.03 | 11700 | metre |
| 411 | 19.04 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. | 19.04 | ||
| 412 | 19.05 | Single pile upto 50 tonne Safe capacity | 19.05 | ||
| 413 | 19.06 | Initial test (Test Load 2.5 times the Safe capacity) | 19.06 | 2 | per test |
| 414 | 19.07 | Routine test (Test Load 1.5 times the Safe capacity) | 19.07 | 9 | per test |
| 415 | 19.08 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 19.08 | ||
| 416 | 19.09 | All kinds of soil | 19.09 | 15040 | cum |
| 417 | 19.1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 19.1 | 8210 | cum |
| 418 | 19.11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | 19.11 | ||
| 419 | 19.12 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 19.12 | 1020 | cum |
| 420 | 19.13 | 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: | 19.13 | ||
| 421 | 19.14 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 19.14 | 190 | cum |
| 422 | 19.15 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels/Planks not exceeding 2.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zoneIII) : 3 graded stone aggregate 20 mm nominal size). | 19.15 | 1850 | cum |
| 423 | 19.16 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: | 19.16 | ||
| 424 | 19.17 | Foundations, footings, bases of columns, etc. for mass concrete | 19.17 | 13120 | sqm |
| 425 | 19.18 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 19.18 | 3000 | sqm |
| 426 | 19.19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 19.19 | 19180 | sqm |
| 427 | 19.2 | Columns, Pillars, Piers, Abutments, Posts and Struts | 19.2 | 16600 | sqm |
| 428 | 19.21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all heights and levels | 19.21 | ||
| 429 | 19.22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 19.22 | 1500 | tonne |
| 430 | 19.23 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. | 19.23 | ||
| 431 | 19.24 | For M-25 Grade RCC | 19.24 | ||
| 432 | 19.25 | (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable / recoverable separately) | 19.25 | ||
| 433 | 19.26 | All works upto plinth level | 19.26 | 6840 | cum |
| 434 | 19.27 | All works above plinth level upto floor V level | 19.27 | 1660 | cum |
| 435 | 19.28 | Extra for providing richer mixes at all floor levels. | 19.28 | ||
| 436 | 19.29 | Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. | 19.29 | ||
| 437 | 19.3 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) | 19.3 | 8500 | cum |
| 438 | 19.31 | Add / deduct for using extra / less cement in the items of design mix over and above the specified cement content therein. | 19.31 | 3400 | quintal |
| 439 | 19.32 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 19.32 | 4000 | kg |
| 440 | 19.33 | 6 mm cement plaster of mix : | 19.33 | ||
| 441 | 19.34 | 1:3 (1 cement : 3 fine sand) | 19.34 | 18620 | sqm |
| 442 | 19.35 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. | 19.35 | ||
| 443 | 19.36 | On steel work | 19.36 | 250 | sqm |
| 444 | 19.37 | Deduct for not applying priming coat on structural steel work | 19.37 | 4000 | kg |
| 445 | 19.38 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. | 19.38 | ||
| 446 | 19.39 | With G.I. barbed wire | 19.39 | 11350 | metre |
| 447 | 19.4 | Providing and fixing G.I. chain link fabric fencing of required width in mesh 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. | 19.4 | ||
| 448 | 19.41 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | 19.41 | 1140 | sqm |
| 449 | 19.42 | Providing and fixing glass pieces of required size rendered with 25mm layer of cement mortar (1:3) as required with a rounded or weathered finish using glass (of bottle or thick glass) broken to approximately 63 mm guage, shall be firmly embedded at the rate of 10 kg of glass per sqm, jogged edges of the glass being left projecting minimum of 75 mm etc, all complete for finished item of work including cost of cement mortar, glass pieces and labour for fixing etc. complete. | 19.42 | 2460 | sqm |
| 450 | 19.43 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | 19.43 | ||
| 451 | 19.44 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 19.44 | 200 | kg |
| 452 | 19.45 | Deduct for using manufactured sand obtained from Crushed Stone/Rock in lieu of coarse sand (Zone III).(Qty of river sand to be calculated for deduction as per approved standard norms). | 19.45 | 100 | cum |
| 453 | 20 | Chapter IV : External Sewerage | 20 | ||
| 454 | 20.01 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | 20.01 | ||
| 455 | 20.02 | All kinds of soil | 20.02 | ||
| 456 | 20.03 | Pipes, cables etc, exceeding 80mm dia but not exceeding 300mm dia | 20.03 | 49 | metre |
| 457 | 20.04 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 20.04 | 5 | cum |
| 458 | 20.05 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : | 20.05 | ||
| 459 | 20.06 | 160 mm diameter | 20.06 | 49 | metre |
| 460 | 20.07 | Supplying, Laying and fixing in position under floor against wall in chases PVC SWR drainage pipes and specials, rubber rings conforming to IS13592 Type \"B\" of \"Supreme\" or Equivalent model from approved makes as per manufacturers specification including cutting the pipes to required lengths, necessary excavation, chasing the walls and concrete surfaces and restoring to original conditions, testing etc complete all as per drawing and as directed by the Engineer in charge. .(Specials at Junction of lateral pipe and vertical stack must have access door for inspection) | 20.07 | ||
| 461 | 20.08 | 160 mm diameter | 20.08 | 49 | metre |
| 462 | 20.09 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : | 20.09 | ||
| 463 | 20.1 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : | 20.1 | ||
| 464 | 20.11 | With Sewer bricks conforming to IS : 4885 | 20.11 | 4 | each |
| 465 | 20.12 | Extra for depth for manholes : | 20.12 | ||
| 466 | 20.13 | Size 90x80 cm | 20.13 | ||
| 467 | 20.14 | With Sewer bricks conforming to IS : 4885 | 20.14 | 2 | metre |
| 468 | 20.15 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : | 20.15 | ||
| 469 | 20.16 | For pipes 100 to 250 mm diameter | 20.16 | 4 | each |
| 470 | 20.17 | Providing and placing in position Ready made septic tanks of Sintex or approved equivalent make, of capacities as mentioned below, made of combination of Polyethylene (LLDPE) material, which shall be 100% eco friendly and rust / corrosion / leak proof and not prone to cracking. The tank shall be completely water & air tight. The tank shall be provided with 110mm dia PE inlet and outlet pipes. Baffle wall shall be provided made of 3mm thick PE sheet. Suitable number of plastic media (PE pall rings) , surface area of media being not less than 190sqm / cum shall be filled in the tank. Tank shall be covered with 400mm dia manhole cover and provided with 50mm dia air vent pipe etc all complete to the satisfaction of Engineer-in-Charge. | 20.17 | ||
| 471 | 20.18 | 30 Users Septic tank (5000 litres) made of 11.1mm thick LLDPE sheet weighing not less than 190 kg | 20.18 | 1 | each |
| 472 | 20.19 | Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design | 20.19 | 1 | each |
| 473 | 20.2 | Providing and fixing in position pre-cast RCC manhole cover and frame of required shape and approved quality | 20.2 | ||
| 474 | 20.21 | EHD-35 | 20.21 | ||
| 475 | 20.22 | Circular shape 560mm internal dia | 20.22 | 4 | each |
| 476 | 20.23 | Providing and fixing of PVC rungs suitable for fixing to UG sump / OH tank and similar locations of size 265mm length x 175mm wide x 25mm thick, reinforced inside with 10mm steel rod. The rungs shall be fixed with cement mortar and they shall be capable of withstanding 200 kg load under properly fixed condition, etc., all complete for finished item of work. | 20.23 | 42 | each |
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