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| Sl. No. | Item Description |
| 1 | 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. |
| 2 | a) All kinds of soil |
| 3 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge |
| 4 | 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 : |
| 5 | All kinds of soil |
| 6 | Pipes, cables etc, not exceeding 80 mm dia. |
| 7 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 8 | 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. |
| 9 | Supplying and filling in plinth with finesand under floors including,watering, ramming consolidating and dressing complete |
| 10 | Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering--All work upto plinth level. |
| 11 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 13 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 14 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: |
| 15 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note:- Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement |
| 17 | All works upto plinth level |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 19 | Steel Reniforcement for R.C.C work including straighting , cutting, bending ,placing in position and binding all complete . |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 21 | Centring & shuttering including strutting, propping etc and removal of form work for: |
| 22 | Foundation, footings, bases of columns etc for mass concrete |
| 23 | Suspended floors, roofs, landings, balconies & access platform, sheleves etc. |
| 24 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 26 | Small lintels not exceeding 1.5m clear span , moulding as in cornices, window sills ,string courses,bands, copings ,bed plates, anchor blocks and the like. |
| 27 | Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in: |
| 28 | Cement Mortar 1:6 (1 cement: 6 Coarse sand) |
| 29 | 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, sizes and closing cutouts/opening in |
| 30 | Cement Mortar 1:6(1 cement: 6 Coarse sand) |
| 31 | Half brick masonary with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level. |
| 32 | Cement mortar (1:4) 1 cement : 4 coarse sand |
| 33 | Extra for providing and placing in position 2 nos. 6 mm dia. M.S. bars with6 mm dia M.S. bars links @ 230mm c/c at every third course of half masonary. |
| 34 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). |
| 35 | Providing and fixing 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 or 50 mm long SS studs whichever is suitable all complete as per directions of E-I-C. |
| 36 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : |
| 37 | 5.5 mm thick glass panes |
| 38 | 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) : |
| 39 | For fixed portion |
| 40 | Powder coated aluminium sections (minimum thickness of powder coating 50 micron) |
| 41 | For shutters of doors, windows & ventilators including providing and fixing SS hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket, brush beading etc. required (Fittings shall be paid for separately). |
| 42 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 43 | 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 the directions of Engineer-In-Charge. (Cost of aluminium snap beading shall be paid in basic item) |
| 44 | With float/froast glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 45 | French spirit polishing : Two or more coats on new works including a coat of wood filler |
| 46 | Providing and fixing Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings including sealing of joints using appropriate sealant, as per the approved shop drawings, as specified, and as directed by the Engineer- in-Charge.For payment, only the actual area of glass on face # 1 of the glasspanels (but excluding the area of grooves and weather silicone sealant)provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).“(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc..The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 47 | Providing and fixing Black (dark) film on glass window / doors etc., complete all as per manufacturers specifications and as per the directions of Engineer-in-Charge. |
| 48 | Providing and fixing reflective SUN CONTROL film on window / ventilators / clear storey windows glass panes etc., complete all as per manufacturers specifications and as per the directions of Engineer-in-Charge. |
| 49 | Providing and fixing Designer Glass Film with Logo Print ventilators /clerestorey windows, glass panes etc. complete all as per manufacturer\"s specification and direction of EIC. |
| 50 | Supply and installation of Vinyl coated ultra home decor wall paper of approved shade/colour/designed flocked paper on the walls with suitable adhesive .The wall paper shall be washable ,resistant to stains and can be scrubbed easily.The installation shall be in such a way that the wall paper appears jointless and edges should not peel off.Before execution of work ,it should be ensured that the wall is made smooth with suitable fillers,all as per standard practice and direction of Engineer-In-Charge. |
| 51 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987 Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) |
| 52 | i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. |
| 53 | With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG false ceiling tiles. |
| 54 | Structural steel work riveted, bolted or welded in built up sections, trusses , framed work, stringer , treads and landing of staircases, railing , guard bar, gratings , gatesand similar work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 55 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 56 | Hot finished welded type tubes |
| 57 | Steel work with all type of available steel section at SCL including cutting, hoisting, fixing in position , weldingetc. complete.( Labour Rate) (Steel shall be supplied by department at free of cost) |
| 58 | 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 |
| 59 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 60 | NOTES FOR MARBLE / GRANITE/TILE FLOORING ITEMS: 1) The brand name / local name specified for coloured marble / slabs / granite stone slabs are meant for the approved quality available in the region. 2) White cement wherever specified for items shall be of Birla White or equivalent. 3) The newly laid floor shall be protected with a layer of gypsum / POP (Plaster of Paris) laid over a polythene sheet by covering the entire finished surface as directed till the finished items like painting / polishing etc. This shall be done irrespective of whether mention has been made in the individual flooring items or not at no extra cost. |
| 61 | 52mm thick cement concrete flooring with concrete hardener topping under layer 40mm thick cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2(1 cement hardener mix:2 graded stone aggregate 6mm nominal size) by volume hardening compound is mixed @2 litre per 50Kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete |
| 62 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. |
| 63 | 40 mm wide and 4 mm thick |
| 64 | 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. |
| 65 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete |
| 66 | Providing and laying 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. |
| 67 | Size of Tile 600x600 mm . |
| 68 | Providing and laying 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 @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 69 | Size of Tile 600x600 mm |
| 70 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. |
| 71 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) |
| 72 | Acid and alkali resistant tile |
| 73 | In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) |
| 74 | Acid and alkali resistant tile |
| 75 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling /grouting and finishing complete as per direction of Engineer-in-charge. |
| 76 | Size of Tile 600x600 mm |
| 77 | 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) : |
| 78 | 25 mm thick |
| 79 | 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 |
| 80 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. |
| 81 | Red sand stone |
| 82 | 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. |
| 83 | Granite of any colour and shade |
| 84 | Area of slab upto 0.50 sqm |
| 85 | Providing edge moulding to 18 mm thick granite stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 86 | Granite work |
| 87 | Providingandlaying 2mm thick Unbacked flexible fully homogeneous PVC sheetsin Floor and Skirting of approved make and quality conforming to IS: 3462-1986.P.V.C flooring/ skirting with P.V.C sheets including preparing the surface by providing 2-3 mm thick layer of cementatious smoothening compiound and priming compund as recommended to provide smooth surface and applying adhesive - as recommended by the P.V.C manufacturers, laying, aligning, cutting in required size and pattern, trimming, removing the adhesive stains on the surfacerolling with 100lb roller and sealing up the joints with fuse welding as recommended by the manufacture including cleaning the surface using a cloth or mop and wiping the surface with soft dry cloth etc; complete all as per specifications and direction of Engineer-in-charge. |
| 88 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 89 | In 75x75mm deep chase |
| 90 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 91 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) including flushing total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
| 92 | Ridges plain (500 - 600mm) |
| 93 | Providing and fixing 2mm thick solid compact poly carbonate sheet of approved make and shade on the MS frame work with self driven/self tapping screw of required/approved size and providing silicon sealent etc. complete all as per manufacture\"s specification and direction of E-I-C. |
| 94 | Providing and fixing10mm thick multi wall poly carbonate sheet of approved make and shade on the MS frame work with self driven/self tapping screw of required/approved size and providing silicon sealent etc. complete all as per manufacture\"s specification and direction of E-I-C. |
| 95 | a) Before commencement ofplastering theareashallbe very closely hacked, cleaned, wettedandshall be markedwith \"Thiyyas\" or \"Tapanis\" and shall be got approved by the Engineer-in-charge with no extra cost to deptt.b) Whenever the electricalcontractor/ agency has to fix upswitch boxesin walls,necessary Thiyyas orDhadas shall be arranged prior toplastering so that the electrical boxes are fixed properlyinline withthefinished plastered surfacesc) Noextraclaim/cementconsumption shall be entertained by the Department for the plastering done morethanthe specified thickness shown in the schedule of quantities to bring the plastered surface to perfect line, leveland plumb with adjoining columns and beams. d) Grooves of desired size in plaster shall be provided by the contractor without any extra cost to the department. e) Washed river coarse sand shall be used |
| 96 | 12mmcement plaster of mix : |
| 97 | 1:6 (1 cement: 6 coarse sand) |
| 98 | 6 mm cement plaster of mix :1:3 (1 cement: 3 coarse sand) |
| 99 | 15 mm thick cement plaster on rough side of single or half brick wall of mix : |
| 100 | 1:6 (1 cement : 6 Coarse sand ) |
| 101 | Pointing on brick work or stone flooring with cement mortar 1:3 (1 cement: 3 coarse sand) : |
| 102 | Flush / Ruled/ Struck or weathered pointing |
| 103 | Pebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size, dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 Coarse sand) mixed with 10% finely grounded hydrated lime by volume of cement. |
| 104 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall |
| 105 | 20 mm dia. nominal bore |
| 106 | 25 mm diameternominal bore |
| 107 | Providing and fixing brass stop cock of approved quality |
| 108 | 15mm nominal bore |
| 109 | Providing and fixing brass bib cock of approved quality |
| 110 | 15mm nominal bore |
| 111 | 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: |
| 112 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 113 | Providing and fixing counter sunk wash basincutting and making good the walls wherever required |
| 114 | White Vitreous China wash hand basin counter top oval 510 x 430mm (approx) |
| 115 | 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. |
| 116 | 75 mm |
| 117 | 110 mm |
| 118 | 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. |
| 119 | 15 mm nominal outer dia Pipes |
| 120 | 20 mm nominal outer dia Pipes |
| 121 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 122 | Semi rigid pipe |
| 123 | 40 mm dia |
| 124 | Flexible pipe |
| 125 | 40 mm dia |
| 126 | Providing and fixing wall hung European water closet suite(Double Syphonic Type ) comprising of : Best Indian make white glazed viterous chinaware wall hung European water closet, Double symphonic pattern of approved make conforming IS :2556 - part -II fixed to wall with necessry CI chair suppiled bymanufacturer.White glazed vitreous chinaware low level flushing cistern 10 ltrs capacity suitable for double symponic water closet bearing ISI mark with all internal fitting , mounted with suitable heavy duty seat cover over closet with necessary fixtures.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 : |
| 127 | W.C. pan with ISI marked heavy duty white solid plastic seat and lid |
| 128 | Providing and fixing uplasticised PVC connection pipe with brass unions |
| 129 | 45 cm length |
| 130 | 15 mm nominal bore |
| 131 | Providing and fixing Brass pillar cock of approved quality and colour |
| 132 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms |
| 133 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 134 | Providing and fixing in position Hand shower (Health faucet) ABS body with 8mm dia., 1.2 metre long flexible tube & wall hook including necessary fixtures etc all complete as specified and as directed by E-I-C. |
| 135 | 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 |
| 136 | 75 mm diameter |
| 137 | 110 mm diameter |
| 138 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : |
| 139 | 25 mm nominal bore |
| 140 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 141 | 25 mm nominal bore |
| 142 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 143 | 25 mm nominal bore |
| 144 | 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 : |
| 145 | Kitchen sink without drain board |
| 146 | 610x460 mm bowl depth 200 mm |
| 147 | Providing and filling in position, blown bitumen in expansion joints |
| 148 | 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. |
| 149 | Circular tank |
| 150 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge |
| 151 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 152 | 450 mm dia RCC pipes. |
| 153 | 600 mm dia RCC pipes. |
| 154 | Providing and fixing Stainless steel 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. |
| 155 | Providing and fixing Stainless steel towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality. |
| 156 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 157 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms |
| 158 | Providing at site Automatic battery operated urinal sensor compatible to Cera (CALCIA EFS) or equivalent. |
| 159 | Making top khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 Coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C sheet 1m x1m x 400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. |
| 160 | Extra for providing and mixing water proofing material in cement per bag of plaster work in proportion recommended by the manufacturers |
| 161 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge |
| 162 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge |
| 163 | Laying available cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 164 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 165 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 166 | On bituminous surface @ 0.50 Kg / sqm |
| 167 | Providing and laying 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. |
| 168 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity |
| 169 | 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. |
| 170 | 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 Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 171 | 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. |
| 172 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 173 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre |
| 174 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 175 | Applying priming coat: |
| 176 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works |
| 177 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) |
| 178 | White washing with lime to give an even shade : |
| 179 | Old work (two or more coats) |
| 180 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade |
| 181 | Old work (one or more coats applied @ 0.83 ltr/10 sqm). |
| 182 | Wall painting with premium acrylic emulsion paint of interior grade, 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. |
| 183 | Two or more coats |
| 184 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 185 | One or more coats on old steel surface |
| 186 | Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : |
| 187 | 75 mm diameter pipes |
| 188 | 100 mm diameter pipes |
| 189 | 150 mm diameter pipes |
| 190 | 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.Note: The work includes (Preparing the old painted surface by sandpapering with emery paper, filling the crevices and smoothning wall surface with two coats of suitable epoxy putty where ever required.)Painting the old prepared wall surface with two or more coats of approved Epoxy Coating of approved brand and colour to give an even shade with lamb wool roller/spray to give a required finish. Including scaffolding, etc. complete all as per manufacturer\"s specification and direction of deptt. |
| 191 | OnSteel surface: |
| 192 | On concrete work |
| 193 | Painting with aluminium paint of approved brand and manufacture to give an even shade: |
| 194 | One or more coats on old work |
| 195 | Providing Acid Resistance FRP Lining over the effluent tank floor and wall surfaces with three or more coats of Epoxy Acid resistant coating sanwhiched with approved glass fibre mesh ( 0.3 kg/sqm) of approved colour to give an even shade with lamb wool roller /sprayer over a coat of compatible Epoxy Primer to give a required finish including scaffolding etc complete all as per manufacturer specification and direction of E-I-C. Prior to application of Epoxy Paint the existing surface shall be throughly cleaned using brush and sandpaper and a coat of epoxy primer applied on the prepared wall surface. |
| 196 | Providing and applying two coats of acrylic-aliphatic polyurethane paint (UV resistant) on external surface of cryo vessels by air less spray gun of approved brand and shadeover a coat of compatabile epoxy mastic primer (Rust proof primer) on old work etc. up to height of 14m from the ground level,all as per manufacturer\"s specification and direction of the Engineer-In-Charge(E-I-C). Rate shall include providingdouble scaffolding system (cup lock type), preparation of existing painting surface including removal of corrosion, applying rust proof primer and metal putty using hand tools etc. to make the surface suitable to receive fresh paint by air less spray gunas per direction of E-I-C. |
| 197 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape,raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 198 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 199 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 200 | Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per directions of Engineer-In-Charge. |
| 201 | For door/ window/ clerestory window |
| 202 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. |
| 203 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc |
| 204 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 205 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 206 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 207 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 208 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 209 | In cement mortar |
| 210 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 211 | From brick work in cement mortar |
| 212 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 213 | Of area 3 sq. metres and below |
| 214 | Of area beyond 3 sq. metres |
| 215 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. |
| 216 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 217 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : |
| 218 | Water bound macadam road |
| 219 | bituminous road |
| 220 | Cutting holes up to 30x30 cm in walls/Floor including making good the same |
| 221 | With common burnt clay F.P.S. (non modular) bricks |
| 222 | Removing existing PVC flooring & skirting, cleaning the surface by suitable thinner and disposal of unserviceable material from the area to the identified place in the SCL campus, stacking etc. all complete as per the direction of Engineer-In-Charge. |
| 223 | Disposal of building rubbish / malba / similar unserviceable,dismantled or waste materials by mechanical means, including loading, transporting, unloading to the authorised Mohali Municipal Dumping Groundor as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Impt Note:1. Measurement for disposal shall be taken by measuring the size of the trolly. The net volume of the malba disposed shall be reduced by 20% for voids for making payment. |
| 224 | Extraction of Pump & Motor including all accessories from the existing Borewell |
| 225 | Lowering of Pump & Motor including all accessories in the Borewell |
| 226 | Brick work with FPS brick work of class 7.5 at all levels usingbricks obtained after dismantling/supplied by SCL as per direction of E-I-C |
| 227 | a) Cement mortar ( 1 Cement: 6 Coarse Sand) |
| 228 | Cleaning sewer line Man holes including removing the top Mild steel covers, grills and refixing the same after removal of earth biomass, foreign material etc, from inside the Manhole, cleaning & removing the same at the identified location in SCL Premises including cleaning of inlet and outlet of pipes etc., all as directed by Engineer-in-Charge. |
| 229 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) |
| 230 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 231 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. |
| 232 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. |
| 233 | Hacking of CC flooring including cleaning for surface etc.complete as per direction of the Engineer-in-Charge. |
| 234 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge |
| 235 | Supply of Hydraulic excavator(3D)with diesel and fuel |
| 236 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame (Medium Density) of required shape, size and approved quality- |
| 237 | Re-lettering work with black Japan paint of approved brand and manufacture on surface of specified size. |
| 238 | Lettering work with black Japan paint of approved brand and manufactureon wall/board of specified size. |
| 239 | Making Logo on wall/board by black japan paint of size upto 300 x 300mm |
| 240 | Making border upto 2\" wide around the boards/written surfaceon wall/board by black Japan paint. |
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