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| 1 | SUBHEAD-I :EARTH WORK & EXCAVATION : |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 3 | All Kinds of soil |
| 4 | 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 50 m. |
| 5 | All kinds of Soils |
| 6 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. |
| 7 | Ordinary Rock |
| 8 | Hard Rock (Blasting Prohibited) |
| 9 | Hard Rock (Required Blasting ) |
| 10 | 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. |
| 11 | All kinds of Soils |
| 12 | 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-incharge. |
| 13 | Ordinary Rock |
| 14 | Hard Rock (Blasting Prohibited) |
| 15 | Hard Rock (Required Blasting ) |
| 16 | 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. |
| 17 | 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. |
| 18 | Credit for Hard rock obtained from above |
| 19 | Deduct for Using M-Sand instead of River Sand for filling / Concrete / masonry works at all levels and locations wherever approved by engineer-in-charge. |
| 20 | SUBHEAD-II :ANTI TERMITE TREATMENT : |
| 21 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 22 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 23 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : |
| 24 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc., with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. |
| 25 | 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, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. |
| 26 | Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. |
| 27 | SUBHEAD-III : PLAIN & REINFORCED CEMENT CONCRETE : |
| 28 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 29 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 30 | 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: |
| 31 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 32 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 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 finishing the top smooth. |
| 33 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer - in - charge. |
| 34 | (Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). |
| 35 | All works upto plinth level |
| 36 | All works above plinth level upto floor v level |
| 37 | Supplying, fabricating and fixing in position reinforcement bars at all levels and positions including the cost of steel, straightening, cutting, bending, binding and placing in position etc., as per drawings and specifications including the cost of binding wire, labour etc., all complete for reinforced concrete. |
| 38 | Thermo-Mechanically Treated bars (Fe 500 Grade) |
| 39 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 40 | Foundations, footings, bases of columns, etc. for mass concrete |
| 41 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 42 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 43 | Weather shade, Chajjas, corbels etc., including edges |
| 44 | Suspended floors, roofs, landings, balconies and access platform |
| 45 | SUBHEAD-IV : STONE & BRICK MASONRY : |
| 46 | 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, Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 47 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 48 | 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 in Cement mortar 1:3 (1 cement : 3 coarse sand). |
| 49 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 50 | SUBHEAD-V : PLASTERING & SURFACE TREATMENT : |
| 51 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : |
| 52 | Flush/ Ruled Pointing |
| 53 | 6 mm thick plastering in cement mortar 1:3 (1 cement: 3 fine sand) at all levels and locations for all concrete surfaces of columns, beams and slabs finished smooth and even, etc., complete all as directed by Engineer - in - Charge. |
| 54 | 12 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand). |
| 55 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand). |
| 56 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). |
| 57 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 58 | Extra for plastering done on moulding, cornices or architraves including neat finish to line and level:In one coat |
| 59 | Providing and fixing 22 gauge chicken mesh wire at the junction of RCC and brick work with overlapping of 100mm on both sides, etc., complete. |
| 60 | 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. |
| 61 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. |
| 62 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour (Two or more coats on new work) complete, as per manufacturer’s specification. |
| 63 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. |
| 64 | New work (Two or more coats applied @ 1.43 litre/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 Sqm |
| 65 | Applying priming coat |
| 66 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 67 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. |
| 68 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade, Two or more coats on new work |
| 69 | Finishing walls with textured exterior paint of required shade :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. |
| 70 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade |
| 71 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ .9Lits/10 sqm.) |
| 72 | SUBHEAD-VI : FLOORING : |
| 73 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). |
| 74 | (Note:- Cement content considered in this item is @ 330 kg/Cum. Excess/ less cement used as per design mix is payable/ recoverable separately). |
| 75 | Deduct for Using M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. |
| 76 | Making provision for contraction, expansion, construction and longitudinal joints (size 5x20mm) by groove cutting machine. |
| 77 | Providing and filling in position at expansion joints with poly sulphate sealants of approved brand. |
| 78 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc., complete. |
| 79 | Providing cement skirting in CM (1:3) 18mm thick finished with a floating coat of neat cement etc., complete. |
| 80 | 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. |
| 81 | Providing and laying Ceramic glazed floor tiles of size of thickness upto 10mm and 300x300 mm 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), including pointing the joints with white cement and matching pigment etc., complete all as directed by Engineer - in - Charge. |
| 82 | 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. |
| 83 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 84 | Supplying and applying of anti cracking mat(Geo Fabric Cloth) including material and laying charges |
| 85 | SUBHEAD-VII : STEEL & WOOD WORKS : |
| 86 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to openings /wooden frames with rawl plugs screws etc. |
| 87 | 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:Fixing with adjustable lugs with split end tail to each jamb |
| 88 | 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.a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 89 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 90 | Providing and fixing the following hardware fittings of approved make: |
| 91 | 200mm long SS Tower Bolts |
| 92 | SS Aldrop 300mm long |
| 93 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. |
| 94 | 125mm long |
| 95 | Providing and fixing aluminium hanging floor door stopper (Single rubber 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. |
| 96 | Providing & Fixing in position windows fabricated from roll formed sections made of colour coated G.I with a combination of specially designed components made up of crca with zinc phosphating nylon or high grade aluminum with powder coating of M/s NCL Seccolor 'Ajanta series' or equivalent make using sections for shutter of 46mm x 46mm and external frame of size 46mm x 52mm, section for glass beading of 18mmx 25mm and centre mullion of size 46mm x 70mm including 5mm thick glass panes with Grill made of 10mm sq. MS Bars welded to at 150mm center-to-center, 6mm x 12mm MS flat and painted with Primer Coat of Epoxy Primer of 5-7 microns thick, finish painted with a Polyester Paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns, or Powder Coated with pure Polyester Powder up to 50-60 microns thick all as per specifications of manufacturer and instructions of Engineer-in- charge. |
| 97 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angles 40x40x6 mm for diagonal braces |
| 98 | Steel work welded in built up sections/framed work, including cutting, hosting fixing in position and applying a priming coat of approved steel primer using structural steel etc., as required |
| 99 | In gradings, frames, guard bar, ladder, railing, brackets, gates and similar works |
| 100 | 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. |
| 101 | SUBHEAD- VIII: MISCELLANEOUS: |
| 102 | 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. |
| 103 | Single socketed pipes of 110mm diameter |
| 104 | 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. |
| 105 | 110mm Bend 87.5° |
| 106 | 110mm Shoe (Plain) |
| 107 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 108 | 110mm |
| 109 | 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:(a) 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.(b) 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. (c) 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. (d) Finishing the surface with 20 mm thick joint less 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 fiber cloth of approved quality in top layer of plaster and finally finishing the surface with trowelwith neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) 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 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 110 | Supply & fixing 3KL Diesel Storage Tank: OD 1500X Height 2000. Material: Mild Steel IS 2062 shell 6mm, Bottom plate 8mm,top cone 6mm,man hole 2 no`s, inlet & outlet nozzles, vent nozzle 1no.Railling with Ladder Complete. |
| 111 | SUBHEAD- IX :SANITORY |
| 112 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 113 | W.C. pan with ISI marked white solid plastic seat and lid |
| 114 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 115 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 116 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. |
| 117 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 118 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 119 | Semi rigid pipe |
| 120 | 32 mm dia |
| 121 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 122 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers Complete. |
| 123 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 124 | Providing and fixing toilet paper holder : |
| 125 | C.P. brass |
| 126 | Providing and fixing soil, waste and vent pipes :100mm dia |
| 127 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 128 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 129 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 130 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 131 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 132 | 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. |
| 133 | Internal work - Exposed on wall |
| 134 | 15 mm nominal dia Pipes |
| 135 | 20 mm nominal dia Pipes |
| 136 | 25 mm nominal dia Pipes |
| 137 | 32 mm nominal dia Pipes |
| 138 | 40 mm nominal dia Pipes |
| 139 | 50 mm nominal dia Pipes |
| 140 | Providing and fixing brass bib cock of approved quality : |
| 141 | 15 mm nominal bore |
| 142 | Providing and fixing brass stop cock of approved quality : |
| 143 | 15 mm nominal bore |
| 144 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : |
| 145 | 20 mm nominal bore |
| 146 | 50 mm nominal bore |
| 147 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 148 | 25 mm nominal bore |
| 149 | Providing and fixing uplasticised PVC connection pipe with brass Unions :45 cm length |
| 150 | 15 mm nominal bore |
| 151 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : |
| 152 | 100 mm diameter |
| 153 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 154 | With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 |
| 155 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 156 | With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 |
| 157 | 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 oles for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 158 | Providing and fixing PTMT stop cock of approved quality and colour. |
| 159 | Concealed stop cock, 15 mm nominal bore, 108 mm long,weighing not less than 108 gms |
| 160 | Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 161 | 100 mm diameter |
| 162 | 150 mm diameter |
| 163 | 200 mm diameter |
| 164 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : |
| 165 | 100 mm diameter S.W. pipe |
| 166 | 150 mm diameter S.W. pipe |
| 167 | 200 mm diameter S.W. pipe |
| 168 | SUBHEAD-X: ROADS/HARDSTANDING & DRAINS : |
| 169 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 170 | 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.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 171 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge. |
| 172 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, ,complete all as per direction of Engineer-in-charge (Item of joint fillers sealants, dowel bars with sleeve/ tie bars to be paid separately). |
| 173 | Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. |
| 174 | Cement concrete prepared with batch mixing machine |
| 175 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :20 mm wide and 15 mm deep groove |
| 176 | Providing and laying in position: Polysulphide sealing compound for expansion joint of size 20mm wide x 510mm deep etc., complete. Using THIOFLEX 600 two part, polysulphide sealant, manufactured by Fosroc or equivalent to BS 4254 – 1983 after applying Primer 7E. inclusive the cost of sealant material, labour for necessary surface preparation and application. |
| 177 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 178 | 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern |
| 179 | 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. |
| 180 | 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. |
| 181 | 150 mm dia. R.C.C. pipe |
| 182 | 300 mm dia. R.C.C. pipe |
| 183 | 450 mm dia. R.C.C. pipe |
| 184 | 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.Made of G.I. wire of dia 4 mm |
| 185 | SUBHEAD-XI : INTERNAL ELECTRIFICATION |
| 186 | Point Wiring for Light/ Fan/ exhaust fan with 2 runs of 1100V grade 1.5 Sq.mm & 1 run of 1.5 Sq.mm PVC insulated multistrand , FRLS , Copper conductor wires , run in and including 25mm dia heavy gauge PVC conduits concealed in wall / ceiling conforming to IS 732 including all accessories such as junction boxes, conduit bends elbows and anodised GI Switch box with modular switch and the box covered with front plate including connections to Earth terminal. |
| 187 | One Light point controlled by one 6 A switch. |
| 188 | Two Light point controlled by one 6 A switch. |
| 189 | Three Light point controlled by one 6 A switch. |
| 190 | Ceiling fan point controlled by one 6 A switch and electronic fan regulator of 100 W step type with concealed MS fan hook box. |
| 191 | Exhaust fan point controlled by one 6 A switch. |
| 192 | Supply and fixing of 6A, 3Pin Socket outlet with 6A switch in Lighting switch boards. (Dependant). |
| 193 | Supply and fixing of 6A, 3Pin Socket outlet with switch of 6A rating with wiring of 2 Runs of 2.5 Sqmm and 1 Run of 2.5 Sqmm FRLS, PVC insulated multistranded Copper conductor wires run in and including 25 mm Dia, 2 mm thick PVC conduit. (Independant). |
| 194 | Supply and Wiring with the following size 1100V grade PVC insulated multistrand FRLS Copper conductor wires in and including suitable size heavy gauge PVC conduit concealed in wall / Ceiling including all accessories such as junction boxes, bends, elbows including end terminated with suitable lugs. |
| 195 | 2 runs of 2.5 Sq.mm wires with 1run of 2.5 Sq.mm wire in and including 25 mm Dia PVC Conduit (For Lighting Circuit) |
| 196 | 4 runs of 6 Sq.mm wires with 2 runS of 6 Sq.mm wires in and including 32 mm Dia PVC Conduit (For Lighting Sub Mains) |
| 197 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. |
| 198 | 36 W Surface mounted LED 4 Feet Length Luminaire |
| 199 | (Philips : BN308C LED40S-6500 L120 PSU WH/or Equivalent as per approved makes) |
| 200 | 1 x 12 W Surface Mounted LED Luminaire |
| 201 | (Philips Cat No : SM250C LED 12S-6500PSU WH or Equivalent as per approved makes) |
| 202 | 40 W Recess Mounted LED Light Fixture |
| 203 | (Philips Cat No :RC 380 B LED 40S-6500 G4L60W60 PSU OD/Equivalent as per approved makes) |
| 204 | 20W Recess mounted Down Light Fixture |
| 205 | (Philips Cat No DN296B LED20S-6500 PSU WH S2/Equivalent as per approved makes) |
| 206 | 36W Surface mounted Square Light Fixture |
| 207 | (Philips Cat No SM36S -6500 G6L54W54 PSU OD/Equivalent as per approved makes) |
| 208 | 40 W Bulk Head Light Fixture Indoor |
| 209 | (Philips Cat No WT 202W LED 10S CW PSU S3 PC/Equivalent as per approved makes) |
| 210 | Supply and Testing and Commisioning of 1200 mm sweep single phase Ceiling fan including fixing accessories etc., complete.( BEE 5 star rated ceiling fan ) |
| 211 | Supply and Installation Testing and Commisioning of 600 mm dia sweep single phase wall mounted fan including fixing accessories etc., complete. |
| 212 | Supply and commissioning of 305 mm sweep Exhaust fans with Metallic blades and MS gravity louvers including all accessories / Installation materials required. |
| 213 | Installtion of Fluorescent/ Compact fluorescent light fixtures on wall/ Ceiling including all fixing accesssories such as leads, etc complete as required. |
| 214 | Installation of 1200 mm sweep white colour Ceiling fan with standard down rod (600mm length down rod in false ceiling areas) and all accessories as required etc complete. |
| 215 | Installation of 305 mm sweep Exhaust fans with Metallic blades and MS gravity louvers including all accessories / Installation materials as required. |
| 216 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 217 | 8 way (8 + 24), Double door |
| 218 | 4 way (8 + 12), Double door |
| 219 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 220 | Supplying and fixing of 6A to 32A rating 240/415V,10kA , C Curve miniature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections ,testing and commissioning etc complete. |
| 221 | Single Pole |
| 222 | SUBHEAD XII : AIR CONDITIONING |
| 223 | Supply, Installation, testing and commissioning of 1.5TR hi Wall spilt AC, 5 Star Rating for Gate Complex Control Room. |
| 224 | SUBHEAD XIII : WATER COOLERS |
| 225 | Supply, Installation testing and commissioning of water cooler with storage and capacity of 80lits and cooling capacity of 40lits suitable for operation on 230V+/- 10% , 50HZ full stainless steel body including multi storage RO purification system 2KVA Voltage Stabilizer Complete |
| 226 | SUBHEAD XIV : Lightning and Special Earthing |
| 227 | Supply, Installation testing and commissioning of Maintenance free earthing with 40mm dia copper bonded steel rod and ground enhancing compound along with accessories. |
| 228 | Providing and fixing of lightning conductor final, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. |
| 229 | SUBHEAD- XV : SHOP ELECTRICALS |
| 230 | Supplying and fixing 63A, 415V, TPN industrial type socket outlet with 4 pole and earth metal enclosed plug top alongwith 63A C Curve, TP MCB in sheet metal enclosure on surface/recess with chained metal cover for the socket outlet and complete with connections, testing and commissionining etc complete as required. |
| 231 | Supplying and fixing of 6A to 32A rating 240/415V,10kA , C Curve miniature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections ,testing and commissioning etc complete. |
| 232 | SUBHEAD-XVI :FIRE EXTINGUISHERS |
| 233 | Supply installation testing and commissioning of 09kg dry chemical powder based fire extinguisher. |
| 234 | SUBHEAD -XVII : DG Set |
| 235 | Supply,Installation,Testing and commissioning of 100 KVA ,415 Volts at 1500 RPM,0.8 lagging Power factorat 415 V suitable for 50Hz ,3 Phase system and for 0.85 Load factor and consisting the followings |
| 236 | Diesel Engine 4 stroke water cooled electric start of suitable BHP at 1500 rpm suitable for above alternator output at 40Deg centigrade ,50% RH & at 1000 m MSLand confirming to BS 5514 , BS 649 , IS 10000 capable of taking 10% overload ing for one hour after 12 hours of continuous operation. |
| 237 | The DG Set shall be supplied with Alternator,Engine Control Panel,Base Frame, 990 Litres Fuel tank,Exhaust system,Statrting system including Batteries,Exhaust system, Weather proof Accoustic Enclosure , anti vibration pads etc complete. |
| 238 | The DG Set shall be supplied with AMF Panel along with AMF relay and also necessary control wiring. |
| 239 | SUBHEAD -XVIII : Boom Barrier |
| 240 | Supply instalition testing and commissioning of Boom Barrier- Boom barrier of 6 meter wide with power supply and necessary manual control components. Shall be suitable to control through access control system & Compatible for Integration with CCTV System, Perimeter security system. With sounder lights & all accesssories as per specification. with boom resting post.Features- MCBF(number of cycles) ≥ 10 millions; Temperature control Anti-condensation heating; Ongoing and intensive operating (15,000 cycles/day)• Variable speed, from 1 sec; Anti collusion (Make: Gunnebo or Equilent) |
| 241 | SUBHEAD -XIX : External Water Supply |
| 242 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. All types of Soil 350 mm dia |
| 243 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia |
| 244 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge. |
| 245 | Tube Well |
| 246 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 247 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 200 mm dia |
| 248 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp |
| 249 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia Please Enable Macros to View BoQ information |
| 250 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia Please Enable Macros to View BoQ information |
