Tender For Tourism Development Work Of Dakpura Temple (Swarg Ashram), In District- Hathras (U.P) - Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.2.6.1 All kinds of soil 2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 3 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) 4 Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. 5 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 6 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 12.5mmnominal size derived from natural sources) 7 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:2.35.3.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 8 Surface dressing on new surface with paving bitumen of grade VG - 10 of approved qualityusing 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc.complete: 9 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge; for the following gradesof concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. Concrete of M30 grade with minimum cement content of 350 kg /cum 10 Concrete of M30 grade with minimum cement content of 350 kg /cum 11 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treasted bars of grade Fe-500D or more. 12 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 13 Columns, Pillars, Piers, Abutments, Posts and Struts 14 Lintels, beams, plinth beams, girders, bressumers and cantilevers 15 Suspended floors, roofs, landings, balconies and access platform 16 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 17 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) 18 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) 19 Finishing walls withacrylic smooth exterior paint of required shade of approved brand & manufactureon new work undecorated wall surface two or more coats appliedcost of all materials, labour, T & applied @ 1.67 ltr/10 sqm over and including primimg coat of exterior primer applied 2.20kg/ 10 sqm) supply of all labour, material and T &P etc. required for proper completion the work. 20 Distempering (new work - Two coat or more coats ) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including water thinnable priming coatwith cement primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.(Ceiling) 21 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 22 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 23 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) :8.14.2.4 40 mm thick 24 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). 8.7.2 Stainless steel cramps 25 18 mm thick moulded cement mortar band in two coats under layer 12 mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) top layer 6 mm thick with cement mortar 1:4 (1 cement : 4 fine sand). 26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with greycement slurry mixed with pigment to match the shade of the slab, including rubbing andpolishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :11.26.1 25 mm thick 27 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. 28 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 29 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard withrectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded andgrinded finish, with profiles of required size, including fixing of necessary butt hinges andscrews and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C.10.51.1 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 30 Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 31 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. U cleat The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. 32 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screwsetc. complete :9.70.1 125x64x1.90 mm 33 Providing and fixing steel roller for uPVC sliding window with necessary screws etc. complete. 34 Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete. 35 9.53 Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 36 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitionsetc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings andthe directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basicitem):21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) 37 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 38 9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc.complete (Copper oxidised as per IS 1378) 300x16 mm 39 9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 9.74.1 250x10 mm 40 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 41 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 42 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 and soffits. 50 mm thick 43 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 44 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. 110 mm 45 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Coupler 110 mm 46 110 mm bend 47 110 mm Shoe 48 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 49 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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group - A 50 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 51 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 52 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 53 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 amps modular switch, connection etc. as required. 54 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 55 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 56 Supply and fixing of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect 57 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 (toterance 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 230V, 50 HZ, single phase AC Supply, earthing etc. complete as required. 58 Supplying and making end termination with brass compressiongland and aluminium lugs for following size of PVC insulatedand PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 25 sq. mm (28mm) 59 Earthing with copper earth plate 600 mm X 600 mm X 3 mmthick including accessories, and providing masonry enclosurewith cover plate having locking arrangement and watering pipeof 2.7 metre long etc. with charcoal/ coke and salt as required. 60 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) 61 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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. 62 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, 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.40 A 63 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 64 Supplying and fixing following way, horizontal type three poleand neutral, sheet steel, MCB distribution board, 415 V, onsurface/ recess, complete with tinned copper bus bar, neutralbus bar, earth bar, din bar, interconnections, powder paintedincluding earthing etc. as required. (But withoutMCB/RCCB/Isolator) 4 way (4 + 12), Double door 65 Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single redcolour on front side as required. 66 Supplying and fixing following Modular base & cover plate on existing modular metal/GP boxes etc. as required. 3 Module 67 4 Module 68 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 69 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) 70 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 13.31.1 Flush / Ruled/ Struck or weathered pointing 71 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 72 18 mm thick moulded cement mortar band in two coats under layer 12 mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) top layer 6 mm thick with cement mortar 1:4 (1 cement : 4 fine sand). 73 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 74 Providing and laying integral cement based water proofing treatment including preparationof surface as required for treatment of roofs, balconies, terraces etc consisting of followingoperations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with waterproofing compound conforming to IS. 2645 and approved by Engineer-in-charge over theRCC 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 with50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer ofcement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-charge to required slope and treatingsimilarly the adjoining walls upto 300 mm height including rounding of junctions of walls andslabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqmof cement admixed with water proofing compound conforming to IS : 2645 and approved byEngineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4coarse sand) admixed with water proofing compound conforming to IS : 2645 and approvedby 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 patternof 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of twoweeks for curing and for final test.“All above operations to be done in order and as directedand specified by the Engineer-in-Charge :22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 75 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 9.73.3 100x125x27x5 mm 76 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. 77 Electricity Exhaust Fan, 1000RPMSize 18 inch 78 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 25 sq mm x 3-1/2core 79 Providing and fixing water closet squatting Pan (Indian type W.C. pan) with seat 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 orrisa pan 80 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with a pair of 15 mm C.P. brass pillar tap. 81 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 82 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipea) 32mm dia 83 b) 40mm dia 84 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 85 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet a) 100 mm diameter 86 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms 87 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 88 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 89 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 90 Providing and fixing toilet paper holder : C.P. brass 91 Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905a) 100mm diameter 92 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes conformingto IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot &cold water supply, including all PP - R plain & brass threaded polypropylene random fittings,including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work 75 mm O.D.(SDR-11) 93 110 mm O.D. 94 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy dutybrass jali. 95 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. Size 110 mm 96 Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer-in-charge. (internal work)Exposed on wall20mm dia nominal outer dia pipes 97 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing thepipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one stepCPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 15mm dia nominal outer dia pipes 98 20mm dia nominal outer dia pipes 99 Providing and fixing uplasticised PVC connection pipe with brass unions 15 mm nominal bore 100 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931a) 15mm nominal bore 101 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15mm nominal bore 102 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make andquality as per direction of Engineer-in-charge. 103 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 20 mm dia nominal bore 104 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 holesfor inlet, outlet and overflow pipes but without fittings and the base support for tank. 105 Excavating trenches by mechinical / manual means of required width for pipes, cables, etcincluding excavation for sockets, and dressing of sides, ramming of bottoms, for all depth,including getting out the excavated soil, and then returning the soil as required, in layersnot exceeding 20 cm in depth, including consolidating each deposited layer by ramming,watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc, not exceeding 80 mm dia. 106 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 100mm diameter 107 150mm diameter 108 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as perstandard design : 100mm diameterS.W. Pipe 109 150mm diameterS.W. Pipe 110 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointedwith stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) includingtesting of joints etc. complete : 150 mm dia. R.C.C. pipe 111 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brickmasonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) theweight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as perstandard design: 150 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 112 onstructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) withhinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarsesand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation,foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominalsize ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick,finished with a floating coat of neat cement complete as per standard descing With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 113 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concreteblocks 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 114 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.2.26.1 All kinds of soil 115 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 116 6.1 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) 117 12 mm cement plaster of mix1:6 (1 cement: 6 fine sand) 118 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 119 75mm diameter sandd cast iron S&S pipo as pr is: 1729 120 75mm dia sandcast iron S&S as per IS -3989 121 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. HD . -20- Circular shape 560mm internal diameter 122 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 123 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Stainless steel cramps 124 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 125 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. 126 PARKING Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil 127 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. 128 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 129 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 130 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 131 EXTERNAL LIGHT Supply and fixing of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 30-40 Watt. Confirming to IP 66 protection complete in all respect. 132 Erection of metallic pole of following length in cement concrete 1:3:6(1 cement:3 sand : 6 grade stone aggregate 40 mm nominal size ) foundatio including excavtion and refillingetc .as requiredabove 6.5 metre and upto 8.0 metre 133 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 - A 134 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 135 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 136 SITE DEVELOPMENT WORKS Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil 137 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in:6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 138 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 139 Engraving letters on red sandstone 30 mm Thick 5 cm height 140 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil 300 mm dia 141 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 142 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin-charge. 143 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 144 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 145 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 146 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia 147 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewellas per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp 148 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 50 mm nominal bore 149 Providing and fixing Kirloskar 3.7 kiloWatt 5 LPS Three Phase-Submersible Pump Set 150 G.S.T Extra as per applicable
