Tender For Tourism Development And Beautification Work Of Shri Moteshwar Nath Mandir At Taaj Pipra, Pipraich At Gorakhpur, 1 Yatri Hall (Civil) 2 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. 3 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 4 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. 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 6 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 7 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 8 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 : 9 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] 10 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] 11 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] 12 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) 13 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 14 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. 15 (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. 16 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. 17 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) [Plinth Plaster] 18 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 19 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 20 12 mm cement plaster in ceiling to finshed even and smooth with mix of 1 cement : 4 coarse sand. 21 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 22 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the approved make & colours) 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 23 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). 24 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) 25 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. 26 Making of draing along with apron 150 X 150 MM 27 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :40 mm thick 28 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 29 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 30 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: 31 (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 32 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. 33 Hold fast for chaukhats of doors/windows. 34 Door / windows & Staircase grill. 35 Angle iron chaukhats size 40x40x5 36 Z Section steel window 37 Fixing of Door, windows/ventilators chaukhats in position. 38 (a) Door 39 (b) Windows 40 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). 41 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 42 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. 43 Providing and fixingAluminium. anodised towerbolts (barrel type) with necessary screws etc. complete. 44 (a)250 mm x 10mm 45 (a) 200 mm x 10mm 46 Providing and fixing S.S anodised handles with screws etc. complete (a) 125 mm. 47 Centering and shuttering including strutting, propping etc. and removal of form for 48 Foundations, footings, bases of columns, etc. for mass concrete 49 Suspended floors, roofs, landings, balconies and access platform 50 Lintels, beams, plinth beams, girders, bressumers andcantilevers 51 Columns, Pillars, Piers, Abutments, Posts and Struts 52 Providing and fixing art work of YATRI HALL Window arch required size and shape Elevational work & other oramental work included in over all rates complete in all respect 53 Providing and fixing sand stone chattriwork of YATRI HALL terrace in four corner required size and shape Elevational work & other oramentalwork included in over all rates complete in all respect 54 Rain Water Pipe 55 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. 56 a) 110mm diameter 57 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm 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. 58 a) 110mm 59 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 60 Electrical Works 61 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. 62 Group C 63 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 64 Submains : 65 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 66 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 67 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 68 4 X 6 sq. mm + 2 X 6 sq. mm earth wire 69 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 70 20 mm 71 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 72 5/6 A switch 73 3 pin 5/6 A socket outlet 74 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. 75 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 76 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 77 1 or 2 Module (75mmX75mm) 78 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 79 MCBs & DB’s : 80 Supplying and fixing following way, horizontal type three pole and neutral (TPN), sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 81 4 way (4 + 12), Double door 82 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 . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 83 4 way (4 + 12), Double door 84 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 85 Single pole 86 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 87 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 88 100 A,30KA,FPMCCB 89 Supply and fixing of 63 Amp. TP MCB (10 KA) C Curve. CAT A 90 Supply and fixing of 63 Amp. FP MCB (10 KA) C Curve. CAT A 91 ELCB/RCCB Switches : 92 Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 93 40 A 94 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 95 Earthing Work : 96 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 97 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 98 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 99 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, inconvenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 100 mm width X 50 mm depth X 1.6 mm thickness 101 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 102 Lighting Fixtures (Lights/Fans) : 103 Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA 104 Supply and fixing of LED Tube Light fitting suitable for up to 1X22 Watt LED Tube Light on surface complete in all Respect . 105 Supply & fixing of recess mounting round 10 to 15 watt LED down Lighter complete in all respect. 106 Armoured Cables (Cable/Gland/Lug) : 107 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 size 108 size 25 sq mm x 3-1/2core 109 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 cable 110 size 25 sq mm x 3-1/2core 111 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 cable 112 size 25 sq mm 113 Miscellaneous Items : 114 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 115 Toilet Civil Works 116 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. 117 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 118 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. 119 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 120 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 121 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 122 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). 123 Lintel 124 G.F. 125 Slab (Using 1:1.5:3 Mix concrete). 126 G.F. 127 Beams (Using 1:1.5:3 Mix concrete). 128 G.F. 129 Column (Using 1:1.5:3 Mix concrete). 130 G.F. 131 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 : 132 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) 133 Foundation (Using 1:1.5:3 Mix concrete). 134 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. 135 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 136 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. 137 M-150 Brick work in super-structure above plinth level up to floor fifth level includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 138 Same as in item no. 16 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 139 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. 140 (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 ofplaster 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. 141 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: 142 (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 143 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. 144 Hold fast for chaukhats of doors/windows. 145 Door / windows & Staircase grill. 146 Angle iron chaukhats size 40x40x5 147 Z Section steel window 148 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. 149 Fixing of Door, windows/ventilators chaukhats in position. 150 (a) Door 151 (b) Windows 152 (c) Ventilator chaukhats 153 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) [Plinth Plaster] 154 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 155 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 156 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 157 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. 158 Size of Tile 600x600 mm 159 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. 160 Size of Tile 600x600 mm 161 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. 162 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. 163 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 164 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 165 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). 166 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) 167 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. 168 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). 169 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 170 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. 171 Providing and fixingAluminium. anodised towerbolts (barrel type) with necessary screws etc. complete. 172 (a)250 mm x 10mm 173 (a) 200 mm x 10mm 174 Providing and fixing S.S anodised handles with screws etc. complete (a) 125 mm. 175 Making drain along with the apron. 176 P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. 177 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. 178 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 179 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills andsoffits. 50 mm thick 180 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 181 Providing and fixing sand stone art work of verandaha arch 3 nos required size and shape Elevational work& other oramental workincluded in over all rates complete in all respect. 182 Centering and shuttering including strutting, propping etc. and removal of form for : 183 (a) Suspended floors, roofs, landings, balconies and access platform 184 (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 185 (c) Foundations, footings, bases of columns, etc. for mass concrete 186 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 187 ELECTRICAL WORK 188 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) 189 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) 190 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. 191 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) 192 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. 193 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 194 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. 195 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 196 Supply and fixing of single pole MCB blanking plate 197 CAT A 198 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. 199 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Upto 450 mm sweep 200 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.. 201 CABLES 202 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. 203 50 sqmm 3.5 core 204 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 205 50 sqmm 3.5 core 206 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. 207 100 mm Dia 208 water supply & plumbingWORK 209 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. 210 a) 110mm diameter 211 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm 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. 212 a) 110mm 213 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 214 SOAK PIT & SEPTIK TANK 215 Size :- Length = 5.00 M. Width = 2.00M Total Depth =2.50M 216 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 217 In all kind of soil upto 1.5m depth 218 In all kind of soil upto 1.5m to 3.0m. depth 219 In all kind of soil upto 3.0m to 4.5m. depth 220 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) 221 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 222 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. 223 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. 224 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 225 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. 226 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 227 Providing & fixing 75mm dia vent pipes. 228 Providing & fixing of 75mm dia cast iron terminal guard. 229 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 230 M.D. -10- Circular shape 500mm internal diameter 231 M.D. -2.5- Circular shape 450mm internal diameter 232 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 233 Drain 300X450 (150 RM) 234 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. 235 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. 236 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) 237 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 coarse sand) 238 25 mm cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregate of size 12.5 mm and below by volume) laid over set and hardened surface of sturctural slab or base concretefinished with a floating coat of neat cement using cement . 239 Interlocking Flooring (559.85 Sqm) 240 Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. (DSR 2.8.1) 241 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. DSR 4.1.8 242 M-150 brick work in 1:4 (one cement and four 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. 243 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 usingplate 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-inCharge. 244 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern 245 Sand Stone Flooring (187.20 Sqm) 246 Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. 247 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. 248 M-150 brick work in 1:4 (one cement and four 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. 249 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar 250 STONE BENCHES-Supply, and fixing in position 3 seater sand Stone Benches, 1800*600*450 mm at site as per approved quality and design. including all cost of accesories, transportation etc. complete in all respect. 251 Boundary Wall 252 Earth work in excavation in trenches for foundationsand pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, leadupto 50 m anddressingof sidesand ramming of bottom anddisposal of surplusexcavated earth as directed by the Engineer- in- charge with in alead of 50m .(Including royalty). 253 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. 254 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) : 3 graded stone aggregate 20 mm nominal size). 255 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 : 3 graded stone aggregate 20 mm nominal size) 256 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 257 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. 258 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. 259 Supply andfixingPrecast Boundary Wallincludingall necessary forpropercompletion of the work. 260 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. 261 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers 262 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts 263 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 264 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. 265 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 266 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) : 3 graded stone aggregate 20 mm nominal size). 267 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) : 3 graded stone aggregate 20 mm nominal size). 268 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 269 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 : 3 graded stone aggregate 20 mm nominal size) 270 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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.M 20 F.E. 500 271 15 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 272 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10sqm over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm) 273 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture, over the plasterd wall surface to prepare the surface even and smooth complete. 274 Mild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. 275 Painting two coats over priming coat on steel & other metal surfaces upto 10 cmwidth or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work. 276 Centering and shuttering including strutting, propping etc. and removal of form for : 277 (a) Foundations, footings, bases of columns, etc. for mass concrete 278 (b) Suspended floors, roofs, landings, balconies and access platform 279 (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers 280 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 281 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :70 mm thick 282 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 283 Cost for writing letters & LOGO 284 Cost of 2 Nos sand stonesideshikhar 285 cost of Sand stoneTop shikhar with sand stone col & ornamental feature. As per drg 286 Information Sign Boards- (1500x1500)-Stone 287 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. 288 Engraving letters in hard stone 289 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. 290 Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm 291 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) 292 SOLAR LIGHT (As per U.P.NEDA) 293 GST Extra As per Applicable
