Tender For Construction Of Truism Development Work Of Shaheed Smarak At Gram Sehango Pashchim Vikas Khand Bachrawan District-Raibareli., 1 Construction of Truism Development work of Shaheed Smarak at Gram Sehango Pashchim Vikas Khand Bachrawan District-Raibareli 2 CIVIL WORKS (LIBRARY) 3 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), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 4 Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift 5 Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors. 6 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 7 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mmapart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor 8 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 9 Centering and shuttering including strutting, propping etc. and removal of form for : 10 (a) Suspended floors, roofs, landings, balconies and access platform 11 (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 12 (c) Foundations, footings, bases of columns, etc. for mass concrete 13 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 14 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR LINTEL] 15 Ground Floor 16 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR SLAB] 17 Ground Floor 18 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR BEAM] 19 Ground Floor 20 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -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) All work up to plinth level : 21 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR COLUMN] 22 Ground Floor 23 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in.foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) 24 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 25 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 26 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand)Above plinth level upto floor V level 27 Ground Floor 28 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 29 Ground Floor 30 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) [Plinth Plaster] 31 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 32 Ground Floor 33 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 34 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of ppropriate size and thickness (not less than 2 mm), nailed to the under layerwith rust proof screws and nails and finishing the groove complete as per specifications anddirection of the Engineer-in-Charge 35 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) :25 mm thick 36 Ground Floor 37 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 cementslurry mixed with pigment to match the shade of the slabs, including rubbing and polishingcomplete. 38 Ground Floor 39 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 costof nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 40 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:35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws 41 (a) 35mm thick Single leaf 42 M.S WORK IN DOOR WINDOW 43 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge 44 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 steel windows by welding 45 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) WINDOW & VENTILATOR CHAUKHAT 46 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) DOOR CHAUKHAT. 47 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides 48 Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level : 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) ,including cost of form- work,in foundation and floors. 49 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre(For Internal wall surface) 50 Ground Floor 51 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 52 Ground Floor 53 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre . (For Ceiling) 54 Ground Floor 55 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. 56 Ground Floor 57 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 58 Providing & fixing S.S. sliding door bolts ISI marked anodisedor dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 59 Providing and fixing bright finished S.S. towerbolts (barrel type) with necessaryscrews etc. complete 60 (a) 250 mm x 10mm 61 (a) 200 mm x 10mm 62 Providing and fixing bright finished S.S.handles with screws etc. complete (a) 125 mm 63 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 beforetreatment.(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. 64 (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 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.(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 :22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 65 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 66 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 67 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm). 68 Construction of drain along with apron. 69 Providing and Fixing C.N.C. Jali in front side area 70 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. 110 mm diameter 71 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. 72 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm 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. 73 ELECTRIFICATION WORKS (LIBRARY) 74 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C (Light Point) 75 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C (Fan Point) 76 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch socket, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.(Plug and conduit) 77 Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire. 78 Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 79 Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. 80 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 81 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface / recessed conduit / submain wiring / cable as required. 82 Supplying and fixing 5 amps. to 32 amps. rating, 240/415 V, 10kA, C curve, miniature circuit breaker (MCB) suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. single pole 83 6 - 32 amps.Cat. A 84 Supply and fixing of 40 Amp. 4 Pole MCB (10KA) 85 CAT A 86 Supply and fixing of 63 Amp. 4 Pole MCB (10KA) 87 CAT A 88 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . 4 way (4 + 12), Double door 89 Supply and fixing of single pole MCB blanking plate 90 CAT A 91 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 92 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.. 93 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 94 50 sqmm 3.5 core 95 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 96 50 sqmm 3.5 core 97 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 98 100 mm Dia 99 Supplying and drawing following pair 0.5 sqmm FRLS PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 100 2 Pair 101 Supplying and drawing co-axial TV cable RG-6 graded, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 102 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. 103 Telephone socket outlet 104 TV antenna socket outlet 105 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 106 75mm X 75 mm X 60mm Deep 107 Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required. 108 1 or 2 Module (75mm X 75 mm) 109 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 110 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required. 111 150 mm Dia 112 Supply and installing of following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, jointed with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required 113 450mmwidth x 62.5mm depth x 2.0mm thickness 114 Supply and fixing of power plug with 15A/250 V flush type switch and 3 Pin 15 A/250V flush type socket in suitable M.S. box of 175mmx100x50mm size Switch bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. 115 Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properlyetc. complete as required. 116 Supply & fixing hexagonal/Round G.P. Fan box of approved make made up of 1.0 mm thick ISI marked G.P. Sheet spot welded four to Eight holes of 25.4mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screwed fitted with 300mm round zink coated M.S. Bar x 12mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material labour, T & P etc required for proper completion of the work. 117 Supply of Ceiling Fan with motor of A.C. Permanent insulation capacitor rating confirming BEE 5 Star rating and IS:374/79 and also comply with IS:1709/1984 with latest amendment. The rated volage 220/240 volts, 50 Hz, 1-ph A.C.the fan assemble should consists of down rod blades, shackle canopies etc and with double ball bearing system. 118 BEE 5 Star rated-1200mm sweep 119 Supply and burying of 40mm dia x 4.5 metres long G.I. pipe, vertically for earthing having 12mm dia. holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No.6 to 8SWG G.I.wire in G.I. pipe upto appron (and from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) upto switch board, 30cm. square C.I.box with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 120 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 121 50 Sq.mm 122 Supply & fixing of7/9 W LED BULB complete in all respect. Make:C&S Electric or Eq 123 Supply and Fixing of LED Tube Light with batten suitable for up to 1X20/22 watt LED tube light fitting complete including tube on surface complete in all respect. Make:C&S Electric or Eq 124 CIVIL WORKS (PUBLIC TOILET) 125 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), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 126 Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift 127 Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors. 128 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 129 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mmapart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor 130 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 131 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR LINTEL] 132 Lintel 133 G.F. 134 Slab (Using 1:1.5:3 Mix concrete). 135 G.F. 136 Beams (Using 1:1.5:3 Mix concrete). 137 G.F. 138 Column (Using 1:1.5:3 Mix concrete). 139 G.F. 140 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 141 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) 142 Foundation (Using 1:1.5:3 Mix concrete). 143 Centering and shuttering including strutting, propping etc. and removal of form for : 144 (a) Suspended floors, roofs, landings, balconies and access platform 145 (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 146 (c) Foundations, footings, bases of columns, etc. for mass concrete 147 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 148 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 149 Providing and laying damp-proof course 25 mm thick with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 12.5mm nominal size) 150 Painting on D.P.C with two coats of airblown bitumen 85/50 or 85/25 @ 1.7 Kg/Sq. M. approx including cost of fuel if any. 151 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand)Above plinth level upto floor V level 152 Same as in item no. 16 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 153 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of 154 coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick 155 ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 156 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 bothfaces of shutters: 157 (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 158 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 159 Hold fast for chaukhats of doors/windows. 160 Door / windows & Staircase grill. 161 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) DOOR CHAUKHAT. 162 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) WINDOW & VENTILATOR CHAUKHAT 163 P/F Mild steel TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 164 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brickwall. 165 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 166 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 167 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 costof nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 168 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 169 Size of Tile 600x600 mm 170 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. 171 Size of Tile 600x600 mm 172 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 173 P/L Kota stone slab 25 mm thick in riser of steps,skirting,dado & pillers laid on 10 mm thick mortar 1:3 (1 cement : 3 coarse sand), jointed with grey cement slurry mixed with pigment to match the shade of slabs including rubbing and polishing complete. 174 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 175 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 176 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 177 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre . (For Ceiling) 178 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 179 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 180 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 181 Providing & fixingAluminiumsliding 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. (a) 300mm x 16mm. 182 Providing and fixingAluminium. anodised towerbolts (barrel type) with necessary screws etc. complete. 183 (a)250 mm x 10mm 184 (a) 200 mm x 10mm 185 Providing and fixing S.S anodised handles with screws etc. complete (a) 125 mm. 186 Making drain along with the apron. 187 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top ofwalls when dry for bearing of R.C.C. slabs and beams. 188 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 189 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of ppropriate size and thickness (not less than 2 mm), nailed to the under layerwith rust proof screws and nails and finishing the groove complete as per specifications anddirection of the Engineer-in-Charge 190 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. 191 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or morethickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 192 ELECTRIFICATION WORKS (PUBLIC TOILET) 193 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C (Light Point) 194 Wiring point for exhaust fan with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire, piano type switch & ceiling rose on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash. 195 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch socket, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.(Plug and conduit) 196 Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire. 197 Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 198 Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. 199 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . 4 way (4 + 12), Double door 200 Supply and fixing of single pole MCB blanking plate 201 CAT A 202 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Upto 450 mm sweep 203 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 204 50 sqmm 3.5 core 205 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 206 50 sqmm 3.5 core 207 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 208 100 mm Dia 209 WATER SUPPLY & PLUMBING WORK (PUBLIC TOILET) 210 Providing & fixing white vitereous china water closet squatting pan ISI marked (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10/12.5 litrsPVC low level flushing cistern with fittings & brackets 40mm dia C.P. flush pipe with fitting & clamps, 20mm over flow pipe with specials and mosquito proof coupling of approved municipal design, painting wherever required including cutting & making good the walls & floors where required. 211 Orissa Pattern W.C. pan of size580x 440mwith integral type foot rests flush pipe and over flow arrangement. 212 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : 213 W.C. pan with ISI marked black solid plastic seat and lid 214 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mmbrass pillar taps, brass chain with rubber plug, 32mmbrass waste of standard pattern including cutting & making good the walls wherever required. 215 a)White Vitreous China Wash basin size 630x450 mmwith a pair of 15 mm C.P. brass pillar taps 216 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with 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 wallsand floors wherever required : 217 Range of two half stall urinals with 5 litre P.V.C.automatic flushing cistern 218 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 219 32 mm dia (for wash basin) 220 40 mm dia(for sink and urinal) 221 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. 222 Providing & fixing PTMT towelrail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screw 450mm. Long with total length of 495mm, width 78mm and effective height of 88mm 223 600 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. 224 Providing and fixing unplasticised PVC connection pipe with brass unions 225 45 cm length 226 15 mm nominal bore 227 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 228 a) 15 mm nominal bore 229 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 230 a) 15 mm nominal bore 231 PVC PIPES & FITTINGS AND RAN WATER PIPES 232 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 MS 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. 233 110 mm 234 75 mm dia 235 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. 236 110 mm 237 75 mm dia 238 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 toIS : 5382, leaving 10 mm gap for thermal expansion. 239 Coupler 240 110 mm 241 Bend 87.5° 242 110 mm bend 243 75 mm bend 244 Shoe plain 245 110 mm bend 246 75 mm bend 247 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 248 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400micron, finished with 12 mm 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. 249 INTERNAL & EXTERNAL WATER SUPPLY WORKS 250 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including allCPVC 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 makinggood the same including testing of joints complete as per direction of Engineer in Charge. 251 20 mm dia nominal outer dia 252 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 253 Exposed on wall.(internal work) 254 15mm dia nominal bore 255 20mm dia nominal bore 256 25mm dia nominal bore 257 Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality. 258 15mm dia nominal bore. 259 20mm dia nominal bore. 260 25mm dia nominal bore. 261 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (Newwork) : 262 15mm dia nominal bore. 263 20mm dia nominal bore. 264 25mm dia nominal bore. 265 Providing and fixing gun metal gate valve with wheel of approved quality. 266 25mm dia nominal bore 267 Providing and fixing brass stop cock of approved quality : 268 20 mm nominal bore 269 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. 270 Excavating trenches in all kind of soil 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 & then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 271 a) Pipes 80mm to 300mm diameter. 272 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 : 273 a) 150mm diameter 274 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 275 a) 150mm diameter 276 P & fixing square mouth S.W. Gully trap grade A comp. with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 & water tight C.I. cover with frame of 300 x 300mm. size (inside) the weight of cover to be not less than 4.50 Kg & frame to be not less than 2.70 Kg as per standard design. 277 a) 150 x 100 mm. size P type 278 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 fine 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: 279 nside dimensions 500x700 mm and 45 cm deep for pipeline with one or two inlets : 280 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 : 281 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar 282 SOAK PIT & SEPTIC TANK (PUBLIC TOILET) 283 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 284 In all kind of soil upto 1.5m depth 285 In all kind of soil upto 1.5m to 3.0m. depth 286 In all kind of soil upto 3.0m to 4.5m. depth 287 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 288 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 289 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 290 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 291 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 292 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 293 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 294 Providing & fixing 75mm dia vent pipes. 295 Providing & fixing of 75mm dia cast iron terminal guard. 296 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 297 M.D. -10- Circular shape 500mm internal diameter 298 M.D. -2.5- Circular shape 450mm internal diameter 299 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks 300 MAIN GATE 301 Earth workinexacavationin trenches forfoundationsand for pipes cables etc. in ordinary soil(loam clay or sand)including liftupto1.5 m and dressing ofsidesandrammingofbottom sand disposal ofsurplusexcavated earth as directed by the Engineer i/c withina lead of 50m. 302 Providing and layingin cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost ofform-work,in foundation and floors. 303 Centering and shuttering including strutting, propping etc. and removal of form for : 304 (a) Suspended floors, roofs, landings, balconies and access platform 305 (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 306 (c) Foundations, footings, bases of columns, etc. for mass concrete 307 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 308 R.c.c. workwith cement approved coarse sandand2cm. (3/4) guageapproved stoneballastin the proportion 1:1.5:3 in BEAM and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire andincludingnecessary centering and shuttering etc.and also including supply of all materials,labour andtoolsand plants etc,required for proper completion of the works.strength of the concrete shall not be less than M-150. 309 As in item 3 above but in R.C.C. SLAB in (Using 1:1.5:3 Mix concrete). 310 As in item 3 above but in R.C.C. columns in (Using 1:1.5:3 Mix concrete). 311 R.c.c. workwith cement approved coarse sandand2cm. (3/4) guageapproved stoneballastin the proportion 1:1.5:3 in foundation 312 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars 313 Brickwork in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 314 Same as in item abovebutin super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) Ground Floor 315 Providing & fixing of Stainless Steel Lettering Sign Board of required size including supply of all materials, labour and T&P etc. required for proper completion of the work as per directed by the Engineer -in charge.Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to 316 Type-IV of ASTM. D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 317 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. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 318 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 319 Architectural work such asMoulding and ornamental work on Piller,Tourism logo and name of site on brass letter. 320 FRONT SIDE BOUNDRY WALL 321 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 322 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) 323 R.C.C. work in lighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 324 R.C.C. work in R.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) 325 R.C.C. work in R.C.C. columns in 1:1.5:3 having strength not less than M-20. 326 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 327 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand)Above plinth level upto floor V level 328 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 329 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Providing & fixing of door / windows grill. 330 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 331 PRECAST BOUNDRY WALL 332 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), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 333 Providing and layingin cement concrete 1:4:8 (1 cement :4 coarse sand :8stone ballast 40 mm nominal size) and curing complete,including cost ofform- work,in foundation and floors. 334 R.c.c. workwith cement approved coarse sandand2cm. (3/4) guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in lighter beams i.e. havingspans upto 6 m.excludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand excluding necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. strength of the concrete shall not be less than M-20. 335 R.C.C. work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and excluding necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 336 R.C.C. work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and excluding necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item 337 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 338 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 339 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 340 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. 341 M-150 brick work in 1:6 cement and coarse sand of 2.25 coarseness modulus mortar in foundation & plinthincluding supply of all materials, labour and Tools and Plants etc required for completion of the work. 342 Supply andfixingPrecast Boundary Wallincludingall necessary forpropercompletion of the work. 343 Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem, robiacem, guttucem supercem quality and of required shade on undecorated wall surfaces (one coat) overone and including one coat white cement primer to give aneven shade after thoroughty bbushing the surface to powdered materials including couring and corst of all materials. sasme as in ittem NO.(660) above but for each cost of water proofcement the first coat to given even shade. 344 INTERLOCKING PATHWAY 345 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. [DSR-16.1] 346 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), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR-2.8.1 347 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation [DSR-4.1.8] 348 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.DSR-6.1.2 349 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.DSR-16.91.2 350 MEMORIAL STAMBH 351 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), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 352 Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors. 353 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement ::1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). 354 Mild steel or iron in plain work such as reinforced concrete or reinforfced, brick work (when not including in anover all rates) wrought to required shape as necessary included bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 355 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 356 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand)Above plinth level upto floor V level 357 PLASTER 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 358 Providing and fixing 18 mm thick Granite 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 whiteement, 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.Granite of any colour and shade: Area of slab over 0.50 sqm . 359 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.).10.28*0.8222 360 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone (Red sand stone) 361 Centering and shuttering including strutting, propping etc. and removal of form for : 362 (a) Suspended floors, roofs, landings, balconies and access platform 363 (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 364 (c) Foundations, footings, bases of columns, etc. for mass concrete 365 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 366 Mural of Bharat mata back side of Stage 367 PARK PLANTATION 368 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 369 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 370 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 371 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 4.75 mm 372 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. 373 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 374 GRASS PLANTING WORK 375 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge 376 GROUND COVER/ PLANTING WORKS 377 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) 378 SHRUB PLANTING WORKS 379 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 380 Holes 60 cm dia, and 60 cm deep 381 Holes 90 cm dia, and 90 cm deep 382 Supplying and Stacking of Haze and Ground Cover Plants 383 Providing and stacking of Alternanthera species of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-incharge. 384 Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge 385 Providing and stacking of Iresine herbstii, of height 20-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. 386 Providing and stacking of Syngonium miniature dwarf, having height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-incharge. 387 Providing and stacking of Wedelia trilobata, full of leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge 388 Supplying and Stacking of Bushy Plants 389 Providing and Displaying Acalypha twisted well developed with fresh & healthy 30 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge 390 Providing and Displaying Bamboo Buddha vally variety with umbrella shape plant having 120 to 135 ht. with fresh & healthy foliage well developed in 40 cm Cement pot multy branch, bushy plant as per direction of the officer-in-charge 391 Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, CherryBlossom etc. well developed with fresh & healthy bushy plant in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. 392 Providing and stacking of Putranjiva roxburghii of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge 393 Supplying and Stacking of Ornamental Plants 394 Providing and Displaying Cyprus olden with Shaped developed with good colored foliage fresh and healthy 60 to 75cm ht. in 30cm Earthen Pot as per direction of the officer-in-charge. 395 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 396 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 397 Providing and stacking of Lagerstroemia flosreginae of height 150-165 cm.in big poly bag of size 25 cm as per direction of the officer-in-charge 398 Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-incharge. 399 Providing and Displaying Cycus revoluta specimen plant, having 45 to 50 fresh and healthy, leaves having 30cm to 35cm circumfrance of base stem well developed in 40 cm challi, as per direction of the officer-in-charge 400 Providing and Displaying Ficus black vivion piller Topiary (sylinder type) well developed with fresh & healthy 180 to 210 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge 401 Providing and Displaying Ficus Retusa Topiary well developed with fresh & healthy 5 to 6 big ball specific size and shape 180 to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge 402 Providing and Displaying Ficus resnold piller type Topiary well developed with fresh & healthy 210 to 240 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. 403 Providing and Displaying Foxtail palm well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge. 404 Providing and Displaying Topiary planted Casuarina plant fresh & healthy having 5 to 6 specific shape and size ball well developed 195 to 210 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. 405 Supplying and Stacking of Tree Plants 406 Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge 407 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. 408 Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. 409 Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge 410 Providing and stacking of Casuarina equisetifolia of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge. 411 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge 412 Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-incharge. 413 Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge. 414 Providing and stacking of Poly Althia Longifolia (Ashok) of height 180-195 cm. in Gunnybags of size 30 cm as per direction of the officer-in-charge. 415 Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge 416 SIGNAGE 417 Providing and fixing machine cut, mirror / eggshell polished , Marble stone work with Engraving letters in hard stone on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 oarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. 418 Engraving letters in hard stone 419 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols andborders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. 420 Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm 421 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side ofluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment) 422 HISTORY WRITING ON GRANITE CLADDING ON MEMORIAL STAMBH 423 History writing on granite cladding on Memorial Stambhit is made from Black Colour Granite WIth Diamond Crystals. Latter are of Golden color and engraved by CNC Machine in Granite. 424 TUBEWELL BORING 425 T.W. boring of 200 mm dia with 150 mm dia P.V.C. pipe assembly, 7.50 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangements complete. 426 8 PVC casing pipe of ISI mark. 427 P/ F 3 GI pipe (B) class. 428 Nylon mesh for filter. 429 Plastic dori. 430 Solvent cement. 431 8 End cap. 432 8 Submersible cap. 433 3 MS clamp (Heavy). 434 3 GI elbow. 435 3 X 6 GI nipple. 436 7.5 HP 9 Stage submersible pump of ISI mark with automatic panel. 437 4.00 sqm. Submersible cable. 438 Drilling charges for16 dia tubewell. 439 Pea Gravel. 440 2 MS socket. 441 Rope with plastic coated 442 Cartage of material upto site. 443 water collection tank at ground lvl(haudi) 444 EXTERNAL WATER SUPLY GRID FROM SUBMERSIBLE BORE WELL TO BUILDING & GARDEN 445 Excavating trenches in all kind of soil 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 & then returning the soil as required, 446 in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 447 Pipes, cables etc. not exceeding 80mm dia. 448 Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately. 449 80 mm dia 450 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. 451 External work 452 25mm nominal bore. 453 32mm nominal bore. 454 50mm nominal bore. 455 65mm nominal bore. 456 80mm nominal bore. 457 Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. 458 25 mm diameter pipe 459 32 mm diameter pipe 460 50 mm diameter pipe 461 65mm diameter pipe 462 80 mm diameter pipe 463 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 464 25 mm nominal bore 465 32 mm nominal bore 466 50 mm nominal bore 467 65 mm nominal bore 468 80 mm nominal bore 469 Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm 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) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm 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 : 470 With F.P.S. bricks 471 Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm 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) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm 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 : 472 With F.P.S. bricks 473 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 474 25 to 40 mm dia nominal bore 475 50 to 80 mm dia nominal bore 476 SOLAR LIGHT 477 Supply of Integral LED Solar Street Light Pressure Die Cast Aluminium Housing reliable & robust construction, minimum system efficacy of 3000 lumens, system wattage 12V DC, 175 lm/Watts, SMD LEDs With PMMA Lens plat, External built proper heat sinks and UV stabilized polycarbonate cover IP65 & life of LED luminaire engine should be 50000hrs along with built in high efficiency MPPT charge controller & driver along with LiFePo4 battery chemistry & high efficiency reliable PV Module suitable for even harsh conditions, CCT >5700K, CRI 70. Solar panel module capacity 35W Peak 12V Mono crystal, Battery Capacity 256wh & Solar Cell Efficiency min 12%, Polycrystalline type solar cell, Charger and Driver Efficiency Should be >= 90%. The fixture should have designed for Street light application & should have flexible angle of mounting from 0-15 degree adjustable, Arm & Pole Mount (Max Pole Height 6Mtr) for diverse geographical condition. Factory configured LED’s Load & PIR sensor dimming for optimum of autonomy uses up to 24hrs. Dimming profile should be as from dusk –first 05hours sensor enabled, next 05 hours sensor disabled with fixed at 30% brightness, & next till dawn sensor enabled. System should have smart self-diagnostic feature for indicating battery charging, cut off & fault if any. Company Logo shall be engraved to avoid any distrusts & complete system should have minimum warrantee of 36 months. 478 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc.Following sizesize 6 sq mm x 2 core 479 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer -incharge.for cablesize 6 sq mm 480 Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cablesize 6 sq mm 481 STONE BENCHES 482 Supply, and fixing in position 3 seater sand Stone Benches, 1800*900*450 mm at site as per approved quality and design. including all cost of accesories, transportation etc. complete in all respect. 483 WATER COOLER 484 Providing and fixing Voltas Water Cooler FS 150300 Having80 lit capacity. 485 STAINLESS STEEL DUST BIN 486 Supply and fixing in position of Stainless Steel Dust-bin including all material required for fixing etc, all complete under instruction of Engineer in Charge. 487 GST Extra as applicable
