Routine repair and maintenance of Power House complex,access road,residential quarters,clearance of chocked drains,weed clearance,jungle clearance,periodic cleaning,periodic garbage removal,snow clearance etc and allied works falling within jurisdiction of Wangath Link Subdivision.- 1 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 2 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. 3 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth. 4 Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. 5 Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : 6 Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : 7 Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth beyond 50 m or as directed: All kinds of soil 8 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 9 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : 10 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. 11 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 12 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering.with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 13 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 14 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) 15 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns 16 Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. 17 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 18 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete:Thermo-Mechanically Treated bars of grade Fe-500 D or more. 19 Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 fine sand) including curing. 20 Providing and fixing in position 12 mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. 21 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : 1:4 ( 1 cement : 4 coarse sand) 22 Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor v level 23 Brick work in plain arches in superstructure above plinth level and upto floor V level including centering, shuttering and curing complete for span upto 6 meters with common burnt clay (non-modular) bricks of class designation 7.5 in cement mortar 1:3 ( 1 cement : 3 coarse sand ) 24 Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry Stone 25 Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like:Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry Stone 26 Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Quarry Stone 27 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 28 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First class kail wood 29 Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with :2nd class kail wood 30 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position Budloo / Fir wood 31 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :12MM 32 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately).First class kail wood 35 mm 33 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. First Class kail wood 34 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. 5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm) 35 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia wire and 1.4 mm wide aperture with matching wood beading 36 Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded 37 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 38 Welding, including transportation of plant at site etc. complete By gas plant 39 Welding, including transportation of plant at site etc. complete By electric plant 40 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 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm 41 Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 50 mm thick with zinc coating not less than 275 gram/m2 42 Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.50 mm thick with zinc coating not less than 275 gram/m2 43 Providing valleys of 90cm wide overall in plain G.S. sheets fixed with polymer coated J. or L. hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 1.00 mm thick with zinc coating not less than 275 gram/m2 44 Providing and fixing 20mm thick wooden planks ceiling (frame work for base to be paid for separately) with M.S. screws 2nd class kail wood 45 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) 46 15mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) 47 18mm Cement plaster in two coats under layer 12mm thick cement plaster 1 : 5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1 : 6 (1 cement : 6 fine sand) 48 Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing 49 Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Raised and cut pointing 50 Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick 51 Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:Two or more coats applied @ 1.25 liter/10sqm over and including one coat of special primer applied @ 0.75liter /10sqm 52 Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture 53 Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture 54 Lettering with black Japan paint of approved brand and manufacture. 55 Applying priming coats with primer of approvedbrand and manufacture, having low VOC (Volatile Organic Compound) content.With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ liter 56 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 57 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work. 58 Painting with aluminum paint of approved brand and manufacture to give an even shade, one or more coats on old work. 59 Polishing on wood work with readymade wax polish of approved brand and manufacture on old work. 60 Re-lettering with black Japan paint of approved brand and manufacture. 61 Renewing glass panes, with wooden fillets wherever necessary :Float glass panes of thickness 4.0 mm (weight not less than 10kg/sqm) 62 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) 63 Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. 64 Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar 65 Removing mortar from bricks and cleaning bricks including stackingbwithin a lead of 50 m. (stacks of cleaned bricks shall be measured) :From brick work in cement mortar 66 Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar 67 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead 68 Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. 69 Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. 70 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. 71 Supply and stacking of 90 mm to 45 mm / 63mm to 45 mm/ 53mm to 22.4 mm size/ stone screening of any size graded quarry stone aggregate at site….. 72 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 73 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm 74 Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 meters (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per meter cost of total length of barbed wire used.With G.I. barbed wire 75 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 colou r& pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 16.93.1 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. 76 Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. 77 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) 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.White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. 78 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 liter 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:18.2.1 W.C. pan with ISI marked white solid plastic seat and lid. 79 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-incharge.PN-16 pipe , 25mm OD(SDR-7.4) 80 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-incharge.PN-16 pipe , 32mm OD(SDR-7.4) 81 Providing and fixing PPR Unions 19.2A.2 PPR Union 25mm 82 Providing and fixing PPR Unions 19.2A.3 PPR Union 32mm 83 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 84 Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 85 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.:15 mm dia. nominal bore 86 Providing and fixing 15 mm nominal bore C.P. stop cock (concealed) of standard design and of approved make conforming to IS : 8931 87 Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 88 Providing and fixing 15 mm nominal bore of standard back type C.P. brass close hole basin mixer pillar tap of approved quality and make, weighing not less than 1.970 kg. 89 Providing round the clock security guard without gun for watch &ward of Government premises and its all belongings by deploying neatly dressed security guards in 8 hour’s shift including necessary T&P like torch, lathi and uniform etc. complete, as per the direction of Engineer-in-charge.(One job means 8 hour’s duty). 90 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 450 mm dia. pipe 91 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.150 mm diameter 92 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) including bed concrete as per standard design. 150 mm diameter S.W. pipe 93 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 94 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. completeFor pipes 250 to 300 mm diameter 95 Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long complete as per standard design. 96 Making soak pit 2.5 m diameter 3.0 metre deep with 45x45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 long complete as per standard design. 97 Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Quarry stone 98 Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) 99 Weed clearanceFrom canals(including extraction of roots) 100 Providing and laying in-situ concrete lining using M-20 nominal mix concrete (max. size of aggregates: 20mm nominal).In side slopes, - upto a height of 3.5 m above bed 101 Curing canal lining for 28 days. In side slopes 102 Snow Clearance by Mechanical Means using Machines as specified or equivalent with snow plough 4WD 6BHP Trucks 103 Slip clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 104 Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit in the required thickness for all leads and lifts all complete as per direction of Engineer-in-charge. 105 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. 106 Providing and inserting 12mm dia galvanized steel injection nipple in honey comb area and along crack line including drilling of holes of required diameter (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge 107 Providing of Multi purpose Workers-Unskilled 108 Providing of Multi purpose Workers- Semi skilled 109 Providing of Multi purpose-Skilled (2nd Class) 110 Providing of Multi purpose-Skilled (1st Class) 111 Hiring of Hydraulic excavator (3D) with operator and fuel 112 Hiring of Hydraulic excavator of 1 cum bucket with operator and fuel 113 Hire and running charges of Tipper with driver and fuel 114 Hire charges of MINI TRUCK for local shifting with driver and fuel 115 Hiring of crane upto 80 tonne capacity with operator and fuel 116 Hire Charges of Suction Jeting machine 1500 PSI machine with operator and fuel 117 Hire and running charges of drill machine upto 400 mm dia (including cost of Mobile oil, diesel consumption in ordinary soil and operator) 118 Hire charges of sand blasting equipment with operator and fuel 119 Hire charges of Pumpset of capacity 4000 litres/hour with operator and fuel 120 Hire charges of Generator 250 KVA with operator and fuel 121 Providing and fixing plain lining with necessary screws/nuts & bolts/ nails, including a coat of approved primer on one face, and fixed on wooden /steel frame work, complete as per direction of Engineer-in-charge (Frame work shall be paid for separately).12mm thick commercial ply conforming to S : 1328 BWR type 122 Providing and fixing of water proof high quality HDF flooring including cost of foam, beadings, corners etc complete job as per direction of Engineer incharge 123 Providing and fixing elastomeric flexible foam tube of make K-Flex Ec or equivalent for covering bare water pipes and fittings using electrical insulation tape and twisted thread for binding foam insulation. 124 Providing and fixing glasswool insulation of thickness 50 mm for covering valves and other fittings. 125 Providing and fixing on wall 25 LTRS Electric Geyser with ABS Body. Makes:- Bajaj/ Crompton/ Jaquar/Hindware or equivalent. 126 Hire Charges of Motor Car with Driver including maintenance and repairing of vehicle including POL Non-AC Motor Car (Sumo/ Bolero or equivalent) 127 Providing and fixing plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface Imported KD wood 12 mm thick 128 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLSB395:B571 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. Make:- KEI/HPL/PARAMOUNT 129 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way 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. Make:- KEI/HPL/PARAMOUNT 130 Wiring for Light /Power Plug with 2 x 4 sq.mm FRLS PVC Insulated Copper Conductor single core cable in surface/Recessed medium class PVC Conduit along with 1 No. 4 sq.mm FRLS PVC Insulated copper conductor single core cable for loop earthing as required. Make:- KEI/HPL/PARAMOUNT 131 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.Make:- KEI/POLYCAB/PARAMOUNT2 X 2.5 SQ.MM + 1 X 2.5 SQ.MM EARTH WIRE 132 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.Make:- KEI/POLYCAB/PARAMOUNT4 X 4 sq. mm + 2 X 4 sq. mm earth wire 133 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.Make:- KEI/POLYCAB/PARAMOUNT4 X 16.0 SQ.MM + 2 X 6.0 SQ.MM earth wire. 134 Carriage for items applicable as per JKSOR 2022 (Unit rate is in percentile corresponding to unit rate as per JKSOR 2022) 135 Any Other item listed in JKSOR-2022(Unit rate is in percentile corresponding to unit rate as per JKSOR 2022) 136 Any other item as per Delhi Schedule of Rates [E&M] 2018 (Unit rate is in percentile corresponding to unit rate as per DSR 2018 [E&M] with 10% price appreciation) 137 Any other item not listed in JKSOR-2022/ Delhi Schedule of Rates (E&M) 2018) (Unit rate is in percentile corresponding to unit rate as per Rate Analysis considering all applicable taxes & 15 % CPOH)
