Renovation of Manaitand Chhath Ghat Talab Under DMC, Dhanbad

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up of 30cm measured at a height of Inn above ground level and removal of rubbish up to a distance of 50m outside the periphery of area clearedDSR-2023-2.31

Earth work in bed clearance or desilting of canals carring f.s discharge between 8.5 cumecs and .14 cumece disposal of excavated earth etc in ordinary soil including rough dressing with initial lead of 10 m and lift of 1.5 m as per as specification and direction of E/I.WRD-B 2022-7.126.4

Extra for wet earth all complete as per specification a nd direction of E/I.WRD-B 2022 7.1.22

Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5 M including the cost of formation of sub grade of canal lining ,profile ,leveling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/IWRD-B 2022 _7.1.21

Trimmingh & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/l(Pond side edge on which boulder pitching and rip-rap to)wRD-Cm 2022 29_5. 1.38

Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95°A of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with proper camber ,grade super elevation including hire charge of compaction machine and other tools and plants etc all complete as per direction of E/I (Mode of measurement sectional measurement of compacted earth.(Pond side edge on which boulder pitching and rip rap to be done)wRD-Cm 2022 29_5. 1.33

Supplying and laying 300 mm thick humous layer on slopes of dam With manual compaction and turfing the surface with approved dub grass with 1 km lead including watering and ramming till growth of the grass all complete as per specification and direction of E/I. (Pond side on which dub grass to be done)WRD-Cm 2022 29_5. 1.37

Earthwork in flood embankment canal banks as well as special repair of embankment in canel bank in grade A & b type of soil (vide soil A nad B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs ,roots or any other ingradients with all lifts including bracking clods to maximum 60 mm size all complete as per specification and direction of E/I, lead beyond 2 km but up to 3 (Pond side edge on which boulder pitvching and rip rap to be done)WRD-C.m 2022 -7.1 26.4

Extra for earth work in marshly,slushy and daldal soil (vide classification of soil item-F ) all comlete as per specification and direction of E/I.WRD-C.m 2022 36 7. 1.32

Earth work in filling in foundation trenches and backfilling of structure-do-with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30M and lift of 1.5 M complete Job as per specification and direction of E/IWRD-C.m 2022 36 7. 1.32

Earth work in cut off trenches by hydrauic M/C in grade A&B type of soil including size and disposal of the same beyond 1/2 km upto 1km from centre of the trench with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.WRD-B 2022_5. 1.9. 2

Supplying and laying sand filter blanketing in horizontal portion of the dam as per design drawing with watering, compaction including cost of sand, royalty all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/|SOR-C 2022 5.6.1

Supplying and laying boulder in rock toe, heel trenches of the dam as per design drawings including the cost of material royalty and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I.SOR-C 2022_5.6.4

Stone masonary work in cement mortar 1:3 in foundation complete as per drawing and technical specification ,coarse rubble masonary in CM(1:3) in substructureJSOR_13.04_ B

Providing of weep hoIe with dry graded stone filter Of 20mm to 40mm size in abutment and wing wall all complete as per specification and drawing of E/ISOR-C 2022 .6.9

EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. JH _BCD_2022_ 5.1.1

FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) JH_BCD_2022_ 5.1.8

Providing coarse clean SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) JH_BCD_2022_5.1.10

Providing designation 75-B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.JH_BCD_2022_5.6.3

1:2:4 (1 cement :2 coarse sand (zone -lll) :4 grand stone aggregate 20mm norminal size).JH_BCD_2022_5.3.2 .2

Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.JH_BCD_2022_5.2.14

Providing & fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socket ed pipes. 75 mm dia for weep hole.DSR _2023_ 12.41.1

Red stone flooring over 40 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) DSR_2023_11.29

Extra for pre finished nosing to treads of steps of Kota stone/ sand stone slab DSR _2023 11.31

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.JH_SOR_2022_5.1.1

Extra for earth work in hard soil as per specification and direction of E/I (Vide classification of soil item_B)JH_SOR_2022_5.1.2

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 leadJH_SOR_2022_5.1.7

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.JH_BCD_2022_5.3.1

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).JH_SOR_2022_5.1.10

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.JH_BCD_2022_5.6.3

Lintels, beams, plinth beams, girders, bressumers and cantilevers5.3.17.1

Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering,shuttering ,finising and reinforcement- all work up to plinth level,1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm normal size).JH_BCD_2022_5.3.2.1

Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.JH_BCD_ (5.5.5)_2021

Earth work in excavation in foundation trenches - do - all complete as per building specification and direction of E/I.JH _BCD_2022_5.1.1

Extra for earthwork in hard soil as per specification and direction of E/I (Vide classification of soil item -B)JH_BCD_2022_5.1.2

Filling in foundation trenches and plenth - do - all complete as per building specification and direction of E/l (Mode of measurement compacted volume)JH _BCD_2022_5.1.7

Providing coarse clean sand in filling in foundation trenches -do - all complete as per building specification and direction of E/I (Mode of measurement compacted volume)JH_BCD_2022_5.1.10

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.JH_BCD_2022_5.6.3

Providing P.C.C (1:3:6) in foundation -do - all complete as per building specification and direction of E/IJH _BCD_2022_5.3.1.5

Providing R.C.C (1:1.5:3) in foundation -do - all complete as per building specification and direction of E/IJH _BCD_2022_5.3.2.1

Centering and shuttering including strutting , propping etc. and removal of form for foundation , footing , bases of columns, etc for mass concreteJH _BCD _2022_5.3.17.1

Providing R.C.C (1:1.5:3) in band at plinth -do - all complete as per building specification and direction of E/IJH _BCD_2022_5.3.9.1

Providind designation 75 B brick work in C.M. (1:6) in superstructure - do-as per specification and direction of E/I.JH _BCD_2022_5.2.14

Centering and shuttering including strutting , propping etc. and removal of form for Lintels, beams , plinth beams, girders, bressumers and cantilever.JH BCD_2022_5.3.17.5

Supplying, fitting and fixing M.S grill gate with M.S. grills made of 20 x 6 mm M.S. flats or 16 mm. M.S. square bars fitted on 25 x 25x 6 mmM.S. angle frame -do- (when steel is not supplied by deptt. )JH _BCD_2022_5.5.30

Providing R.C.C (1:1.5:3) in column -do- all complete as per building specification and direction of E/I.JH_BCD_2022_5.3.10

Reinforced cement concrete work in beam, suspended floors,roofs having slope up to150 landings,balconies,shelves, chajjas,lintels, bands, plain window sills,staircases and spiral stair cases above plinth level up to floors five level,excluding the coast 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 normal size).JH_BCD_2022_5.3.11

Centering and shuttering including strutting , propping etc. and removal of form for columns, pillars, piers, Abutments, posts and struts.JH_BCD_2022_5.3.17.6

Providing 12 mm thick cement plaster (1:6) -do- all complete as per building specification and direction of E/I.JH_BCD_2022_5.7.3

Providing and fixing 18 mm thick gang saw cut ,mirror polished - -do- all complete as per building specification and direction of E/I.DSR_2023_8.2

Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/l.JH_BCD_2022_5.8.21

Providing primer one coat of red lead paint of approved make over new steel surface -do- all complete as per building specification and direction of E/I.JH_BCD_2022_5.8.41

Providing two coat of synthetic enamel paint of approved shade and make over steel surface -do- all complete as per building specification and direction of E/I.JH_BCD_2022_5.8.45

Providing TMT steel reinforcement - do - all complete as per building specification and direction of E/I.JH_BCD_2022_5.5.5(A)

Earth work in excavation in foundation trenches - do - all complete as per building specification and direction of E/I.5.1.1

Filling in foundation trenches and plinth - do - all complete as per building specification and direction of E/l (Mode of measurement compacted volume)5.1.7

Providing coarse clean sand in filling in foundation trenches -do - all complete as per building specification and direction of E/I (Mode of measurement compacted volume)5.1.10

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.5.6.3

Providing P.C.C (1:3:6) in foundation -do - all complete as per building specification and direction of E/I5.3.1.5

Providing and laying in position cement concrete of specified grade excluding the cost centering and shuttering - All work upl to plinth level: (1:1.5:3) in foundation -do - all complete as per building specification and direction of E/I5.3.1.1

Steel work welded in built up sections/framed workm including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all completeDSR 10.25.1

Steel work welded in built up sections/framed workm including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all completeDSR 10.25.1

Steel work welded in built up sections/framed workm including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all completeDSR 10.25.1

Steel work welded in built up sections/framed workm including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all completeDSR 10.25.1

Steel work welded in built up sections/framed workm including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all completeDSR 10.25.1

Steel work welded in built up sections/framed workm including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all completeDSR 10.25.1

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm 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 (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m²DSR 12.01.02

Granular sub-base with close graded material (Table:- 400-1) Plant mix method (construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) (i) for grading - I materialRCD 4.1

Providing two coats of painting with ready mix paint of approved shed and makeover steel surface including cleaning the surface throughly scafollinding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scafolding and taxes all complete as per building specification and direction of E/I.0.214386574074074

Centering and shuttering including strutting , propping etc. and removal of form for columns, pillars, piers, Abutments, posts and struts.5.3.17.6

Providing TMT steel reinforcement - do - all complete as per building specification and direction of E/I.5.5.5(a)

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.JH_BCD_2022_5.1.1

Extra for earth work in hard soil as per specification and direction of E/I (Vide classification of soil item_B)JH_BCD_2022 5.1.2

Earth Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50Mand lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)JH_BCD_2022_5.1.7

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).JH_BCD_2022_5.1.10

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.JH_BCD_2022_5.6.3

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering .all work up to plinth level:JH_BCD_2022_5.3.1.5

Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.JH_BCD_2022_5.2.6

Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).JH_BCD_2022 _ 5.3.5

Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l.JH_BCD_2022_5.2.14

Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering,shuttering ,finising and reinforcement- all work up to plinth level,1:1.5:3(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm normal size).JH_BCD_2022_5.3.9.1

Reinforced cement concrete work min wall (any thikness), including attached pilasters,buttresses,plint and string courses,fillets,column,pillars,piers,abutments,posts and struts etc. above plint level up to floor five level, excluding cost of centering, shuttering ,finishing and renforcement: 1:1.5:3( 1 cement : 1.5 coarse sand (zone-III) :3 grade stone aggregate 20 mm normal size).JH_BCD_2022_5.3.10

Reinforced cement concrete work in beam, suspended floors,roofs having slope up to150 landings,balconies,shelves, chajjas,lintels, bands, plain window sills,staircases and spiral stair cases above plinth level up to floors five level,excluding the coast 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 normal size).JH_BCD_2022_5.3.11

Reinforced cement concrete work in arches,archribs, domes , vaults,shells,folded plate and roofs having slope more than 150 up to floor five level, excluding the cost of centering, shuttering, finishing and renforcement, with 1:1.5:3(1 cement : 1.5 coarse sand (zone-III):3 graded stone aggregate 20mm normal size).JH_BCD_2022_5.3.13

Centering and shuttering including strutting,propping etc.and removel of form for. JH_BCD_2022_5.3.17.1

providing and fixing at or near ground level precast cement concrete in kerbs,edgings etc.asper approved pattern and setting in position with cement motar 1:3 (1 cement :3 corse sand),including the cost of requirment centering,suttering complete.1:11/2 :3 (1 cement :11/2 coarse sand (zone-III):3 grade stone aggregate 20mm nominal size).JH_BCD_2022_5.3.4

Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.JH_BCD_ 5.5.5(A)_2022

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinfoorced with 19x19mm 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 65/100mm size complete as per manufacturers specification and direction of Enginner-in-Charge. DSR_2023_ 9.119/212

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing. (ii)30 mm thick pre laminated PVC door shutters.DSR _2023_ 9.120.2/163

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285 fixing with dash fasterners of required dia and size, including necessary filling up the gaps at junctions i.e. at top, bottom and sides with required DPDM rubber/neoprene gasket etc., aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/panelling C.P. brass/stainless steel screws, all complete as per architetural drawings and the directions of Engineer-in-charge (Glazing, panelling and dash fasteners to be paid for separately)DSR _2023_ 21.1/200

Providing and fixing glazing in aluminium door, windows, ventilators, shutters and partitions etc, with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge (cost of aluminium snap beading shall be paid in basic item)DSR_2023_ 21.3/201

Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.)JH_BCD_2023_5.5.30

Providing and laying Doublecharge vitrified floor lites in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 / ISO 13006 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 c l ements etc., complete. Size of Tile 600x600 mm.JH_BCD_2023_5.6.19_(iv)

Providing and laying 25mm thick white makrana marble stone slab flooring of approved quality over 19mm thick lime mortar (1:1:1) (lime putty:" Surkhi : Coarse sand) laid and joined with white cement slurry including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I. (ii)300X600JH_BCD_2022_5.6.21_(ii)

Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.JH_BCD_2022_5.7.1

Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 -do-JH_BCD_2022_5.7.6

Providing 25mm thick water proof cement plaster -do-JH_BCD_2022_5.7.16

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.DSR_2023_ 22.5

Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/l.JH_BCD_2022 5.8.21

Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/l.JH_BCD_2022 5.8.21

Providing two coats of synthetic enamel paint of approved shade and make over steel surface -do-JH_BCD_2022_5.8.45

Wiring of Light & Fan Point including 1.5 sqmm Cu , PVC insulated copper conductor with modular type switch, modular plat, suitable size GI box etc. as requiredJH_SOR_2022_ 1.1

Supply and fixing of 15/16 A one way modular switch in existing boardJH_SOR_2022_ 1.23.3

Supply and fixing of 15/16 A 6 Pin socket in existing boardJH _SOR_2022_ 1.23.5

Power Plug wiring in PVC conduit 2x 4 sqmm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit along with 1 Nos. 4sqmm FR insulated copper conductor single core cable for loop earthing as requiredJH_SOR_ 1.5

Supply and fixing of 5/6 A one way modular switch in existing boardJH_SOR_2022_ 1.24.1

Supply and fixing of 5/6 A 3Pin socket in existing boardJSOR 1.24.3

S/F Modular boxes, base & cover plate size 1 or 2 ModuleJSOR 1.27.1

S/F Modular boxes, base & cover plate size 6 ModuleJSOR 1.27.4

Supplyand Fixing of 2pin 5 A ceiling RoseJH_SOR_2022_ 1.33

Supply and fixing of Batten holderJH_SOR_2022_ 1.58

Supply and fixing of 4 Way Double door three pole and neutral MCB DB, 240 volts, on surfaces / recess.JH_SOR_2022_ 2.14.1

Supply and fixing of 8 Way Double door single pole neutral, MCB DB, 240 volts, on surfaces / recess.MR

Supply and fixing of 63 A TPN MCBJSOR 2.14.3

Supply and fixing of 6A/32 A SP MCBMR

Wiring for ckt / submain wiring along with earth wire (2x2.5sqmm + 1x2.5sqmm cu flexible cable) singe core cable in surface / recessed PVC conduit as requiredJH_SOR_2022_ 1.7.2

Supply and drawing of 2 x 1.5 sqmm size of FR PVC insulated copper conductor, single core cable in the existing surface / recessed steel / PVC conduit as requiredJH_SOR_2022_1.15.3

Supply and drawing of 4 x 6 sqmm size of FR PVC insulated copper conductor, single core cable in the existing surface / recessed steel / PVC conduit as requiredJH_SOR_2022_1.15.22

Earthing with GI earth pipe 4.5 mtr. Long, 40mm dia including accessories, and providing masonary enclouser with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as requiredJSOR3.3

Extra for using salt and charcoal for pipe earth electrode as requiredMR

Supplying and laying 6 SWG GI wire at 0.5 m below ground level for conductor earth electrode, including soldering etc. as requiredJH_SOR_2022_3.8

20/22 W LED Tube lightJH_SOR_2022_9.5.2

Supply of 1200 mm Ceiling FanJH_SOR_2022_ 9.4.1

P/F male ended 15 mm dia brass bib cock of app. Quality ( wt. not less than 350 gms) - do - all complete as per specification and direction of E/l. JH_DWSD_2022_ 3.1.5.1

P/F G.M non return valve horizontal / vertical - do - all complete as per specification and direction of E/l.JH_DWSD_2022 3.1.7

Cutting chajja or corince for laying G.I pipe and restoring the same with RCC (1:2:4) - do - all complete as per specification and direction of E/l.JH_DWSD_2022_3.1.17

Making holes in wall for laying GI pipe and restoring the same after pipe - do - all complete as per specification and direction of E/l.JH_DWSD_2022_ 3.1.18

Making holes in wall for laying GI pipe and restoring the same after pipe - do - all complete as per specification and direction of E/l.JH_DWSD_2022_ 3.1.19

S/F/F the following item - do - all complete as per specification and direction of E/l. (a) Mirrors of 6 mm thick plate glass bevelled edge mirror JH_DWSD_2022_ 3.1.21

(b) Glass shelf with C.P brass rail (450 mm x 125 mm)

(c) C.P brass soap dish container medium quality

S/F/F viterous white glazed earthen wave 1 W.C of parry hindustan…..580 mm long with 12.5 Ltr. - do - all complete as per specification and direction of E/l. JH_DWSD_2022_ 3.2.1 (A) (c)

S/F/F flat back or angular lipped front viterous white glazed earthen wave urinal of hindustan 'parry' - do - all complete as per specification and direction of E/l. Flat back or standing corner (600 mm x 350 mm)JH_DWSD_2022 3.2.3 (a)

S/F/F viterous white glazed earthen wave wash hand basin of parry hindustan - do - all complete as per specification and direction of E/l. JH_DWSD_2022_ 3.2.5

E/W in excavation for laying of diff. types and sizes of R.C.C spun pipe - do - all complete as per specification and direction of E/l. JH_DWSD_2022_ 3.3.1 (i)

Labour for laying , fitting and fixing NP2 R.C.C spun pipe - do - all complete as per specification and direction of E/l. JH_DWSD_2022_ 3.3.6.2

Supplying materials and labours for constructing inspection chamber of des. 75 B brick internal size (600 mm x450 mm x 750 mm) - do - all complete as per specification and direction of E/l. JH_DWSD_ 3.3.8

P/V and placing on terrace polythlene water storage tank - do - all complete as per specification and direction of E/l. DSR_2023_ 18.48

Supplying and fixing NP2 hume pipe etc. (150 mm ) - do - all complete as per specification and direction of E/l. DSR_2023_19.6.2

Supplying the following bathroom fittings - do - all complete as per specification and direction of E/l. Angular cock (long thread)supply

Paper holder V.I.P

P/F CPVC pipes having thermal stability for hot and cold water supply - do - all complete as per specification and direction of E/l. DSR _2023_18.7.3

P/F CPVC pipes having thermal stability for hot and cold water supply - do - all complete as per specification and direction of E/l. 15 MM DIADSR _2023_18.8.1

20 mm dia.DSR_2023_18.8.2

P/F PTMT grating of appv. Quality and colour - do - all complete as per specification and direction of E/l. DSR_2023_18.58

P/V and laying of 110 mm dia PVC pipe for outlet of water to incl. all accessories - do - all complete as per specification and direction of E/l. MR

P/F PVC pipe fitting with all accessories - do - all complete as per specification and direction of E/l. 110 mm plain tee (supreme) PVCMR

110 mm door Tee(ii)

110 mm plain band(iii)

110 mm coil (supreme)(iv)

110 mm plain floor traq(v)

110 mm Door band(vi)

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. JH _BCD _2022_5.1.1

Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)JH_BCD_2022_5.1.10

Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I. JH_BCD_2022_5.6.1

1:2:4(1 cement :2 coarse sand (zone=lll):4 grade stone aggregate 40 mm norminal size)JH_BCD_2022_5.3.1.3

Centring and Shuttering- Column/foundation/beam/roof /slabJH_BCD_2022_.3.17.5

Centring and Shuttering- Column/foundation/beam/roof /slabJH_BCD_2022_5.3.17.4

Reinforced cement concrete work min wall (any thikness), including attached pilasters,buttresses,plint and string courses,fillets,column,pillars,piers,abutments,posts and struts etc. above plint level up to floor five level, excluding cost of centering, shuttering ,finishing and renforcement: 1:1.5:3( 1 cement : 1.5 coarse sand (zone-III) :3 grade stone aggregate 20 mm normal size).JH_BCD_2022_5.3.10

Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.JH-BCD_2022_5.5

Providing designation 75B brick work in CM (1:6) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/IJH _BCD_2022_5.2.14

Providing 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I JH_BCD _2022_5.7.1

Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and direction of E/I JH_BCD_2022_ 5.7.11

Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kgDSR _2023_19.18.2

Making soak pit 2.5 m diameter 3.0 m deep with 45x45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.DSR _2023_19.32

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. JH _BCD _2022_5.1.1

Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)JH_BCD_2022_5.1.10

Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I. JH_BCD_2022_5.6.1

1:2:4(1 cement :2 coarse sand (zone=lll):4 grade stone aggregate 40 mm norminal size)JH_BCD_2022_5.3.1.3

Centring and Shuttering- Column/foundation/beam/roof /slabJH _BCD_2022_5.3.17.5

Centring and Shuttering- Column/foundation/beam/roof /slabJH_BCD_2022_5.3.17.4

Reinforced cement concrete work min wall (any thikness), including attached pilasters,buttresses,plint and string courses,fillets,column,pillars,piers,abutments,posts and struts etc. above plint level up to floor five level, excluding cost of centering, shuttering ,finishing and renforcement: 1:1.5:3( 1 cement : 1.5 coarse sand (zone-III) :3 grade stone aggregate 20 mm normal size).JH_BCD_2022_5.3.10

Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.JH_BCD_2022_5.5

Providing designation 75B brick work in CM (1:6) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/IJH _BCD_2022_5.2.14

Providing 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I JH_BCD_2022_5.7.1

Providing 1.5 mm. cement punning including curing carrage of water with all leads and lifts as per building specification and direction of E/I JH_BCD_2022_5.7.11

Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kgDSR_2023_19.18.2

Providing and fixing M.S. holder bat clamps of approved design to sand cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc.DSR_2023_ 17.37

Providing and fixing single equal plain junction of required degree :100 x 100 x 100mm (Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905)DSR _2023_17.44

Providing and fixing terminal guard.Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905DSR _2023_17.56

Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe.DSR _2023_17.57A

Painting sand cast iron / centrifugally cast (spun ) iron soil, waste vent pipes and fittings with paint of any color such as chocolate grey ,or buff etc .over a coat of primer (of approved quality ) for new work .DSR_2023_ 17.65

Constructing masonry chamber 300x300x500 mm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with floating coat of neat cement complete as per standard design : DSR_2023_ 18.32

Supplying 100mm dis submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump. Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages 2 HPDWSD_SOR_2021_Item no.-139_M1055_Pg_no_64

Supplying fitting and fixing 3 core 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etc all complete job as per direction of E/I.DWSD_SOR_146/M1062/_pg_no.-71

P/F of G.I pipes complete with G.I fittings incl.-do- all complete as per specification and direction of E/I. 25 mm dia.DSR _2023_18.10.3

P/F of G.I pipes complete with G.I fittings incl.-do- all complete as per specification and direction of E/I. 25 mm dia.DSR _2023_18.10.6

Painting G.I pipes and fitting with two coat of anti corrosive bitumastic paint - do- all complete as per specification and direction of E/I. 25 mm dia.DSR _2023_18.4.3

50 mm dia.DSR _2023_18.4.6

P/F of gun metal gate valve with CI wheels -do- all complete as per specification and direction of E/I. 25 mm dia.DSR _2023_18.17.1

50 mm dia.DSR _2023_18.17.4

P/V and filling sand of grading zone V or coarse grade -do- all complete as per specification and direction of E/I. 25 mm dia.18.41.3

50 mm dia.DSR -2023_18.41.6

P/v CI double acting air valve -do- all complete as per specification and direction of E/I. DSR _2023_18.59.1

Constructing masonary chamber 30 x30 x 50 cm inside in between -do- all complete as per specification and direction of E/I. DSR _2023_-18.32

Evcavating trenches of req. width for pipes, cables -do- all complete as per specification and direction of E/I. MR

Extra for excavating trenches for pipes, cables -do- all complete as per specification and direction of E/I. MR

Structural steel work welded in build up section -do- all complete as per specification and direction of E/I.

Making connection of GI distributin branch with GI main of 50-80 mm nominal bore -do- all complete as per specification and direction of E/I. DSR _2023_18.13

P/F brass bib cock of -do- all complete as per specification and direction of E/I. 20 mm nominal bore DSR _2023_18.15.1

P/F ball valve (brass) of app. Quality -do- all complete as per specification and direction of E/I. 20 mm nominal bore DSR _2023_18.15.2

Dismantling plain cement or lime concrete work including lead and disposal of unserviceable materials with all leads all complete as per direction of E/1. POND BEDJH_BCD_2022_5.10.2

GHAT STEP AREA

SHED FLOOR

Dismantling thached shed roof with ballles rafters, purlines etc. including stacking of serviceable materials in countable stacks within 15M. lead and disposal of unservlceable materials with all leads as per direction of E/1.JH _BCD _2022_5.10.9

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).CPWD_2023_ 16.69 / 78

16.91.1 Providing and laying factory made coloured chamfered edge cement concrete paver block of required strength , thickness and size/shape, made by vibratory method using PU mould laid in required colour & pattern over 50mm thick compacted bed of fine sand ,compacting and proper embedding /laying of inter locking paver blocks in to the sand bedding layer through vibratory compaction by using plate vibrator , filling the joints with sand and cutting the paver blocks as per required size and pattern ,finishing and sweeping extra sand in footpath parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications and direction of E/I. 60mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.

Filling in foundation trenches and plinth in layers not exceeding 150mm ,thik well watered rammed fully compacted and fine dreessed with earth obtened from excavation of foundation trenches within alead of 50 m and lift of 1.5 m all complete as per building specification and direction of E/l (mode of mesurement compacted volume).JH_BCD_2022_ 5.1.7

Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).H&L_DSR_2020_ 2.1/pg_95

Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).H&L_DSR_2020_ 2.2/pg_95

Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment).H&L_DSR_2020_ 2.3/pg_95

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.3 Screened through sieve of I.S. designation 4.75 mmH&L_DSR_2020_2.4_ 2.4.3/pg_95

Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.H&L_DSR_2020_ 2.6/pg_95

Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).H&L_DSR_2020_ 2.8/pg-95

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-chargeH&L_DSR_2020_ 2.9/95

Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling theexcavated earth after breaking clods and mixing with sludge or manure inthe ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%),flooding with water, filling with earth if necessary, watering and finally finedressing, leveling etc. including stacking and disposal of materials declaredunserviceable and surplus earth by spreading and leveling as directed,within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)H&L_DSR_2020_ 2.13/97

Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.H&L_DSR_2020_ 7.75/188

Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) 2.57.1 Trees PlantH&L_DSR_2020_ 2.57.1

Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.) Open spaces(as per yard stick 1Mali =3.00Acre).H&L_DSR_2020_ 2.40.6/107

FRP BENCHESTPS-02-BN

Dolphin/Other FRP DustbinTPS-17-DB

Steel circular hollow pole of standard specification for street lighting to mount light at 5M height above deck level. M-170, JH-SOR_ED

One meter single suitable for 70mm top basic rate ,1380 +overhead & profit @14.95% =1586.31M-754

S.I.T.C of floowing rating LED Street lighting luminarie with pressure die cast housing and toughened glass cover, IP 66 Protection, LUMINOUS EFFICARY > 110 LM/W, with lens in existing pole / pipe for supply voltage 100-270 AC, 50HZ. Luminarie shall be confirm to IS: 10322 part-5 / section -3 and shall be complete with all neccssary accessories as required.60/62W LED Street light JSR_E.L_9.1.4

Installation, Testing & Commissioning of the 5 Mtr. Octagonal Pole & light fitting with the help of suitable tools and plants, wiring of luminaires with all materials and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of 10T/mtrs sq. (Basic Rate : Rs. 5400.00 + Overhead & profit @ 14.95% = Rs. 6207.30 )M-875

Feeder Pillar with Timer and 3 phase 4 wire Energy Meter a. Manufacturing, supplying, installation and commissioning of weather proof cubicle type Compartmentalized outdoor feeder pillar for street lights ,front operated panel board fabricated out of 2mm thick sheet steel, hinged double door in front, totally enclosed dust and vermin proof suitable for 415V, 50Hz, AC supply. b. SLD and GA drawing FEEDER PILLAR will be submitted by the contractor for approval from Engineering, based on approved SLD. c. Bus bar shall be suitable for 100A, TPN busbar Chamber of suitable, length. All busbars and interconnections shall be suitable size Aluminum busbar current density of Aluminum shall not be more than 0.8 Amps / Sq.mm cross sectional area of Bus Bar.The Aluminium bus bar shall be with heat shrinkable PVC slived Red, Yellow, Blue & Black as (RYB & N) after temperature and incloser derating maximum allowable temp. of bus bar shall be 90 degree C. d. Bill of Material: Incomer: 63 A, TPN MCCB, 25KA, Energy Meter: 3 phase, 4 wire, 415V Electronic Timer Outgoing: - 25A, TPN MCCB - 2 nos. for street lights and 1 nos. as spare. Power Contactor of four pole of suitable rating for Street Lighting only. With suitable size 100Amps 4 strip aluminum busbars , providing and fixing following switch gears with cable entry on rear side for both incoming and outgoing cables, gland plates, interconnections from busbars to MCBs with copper wires, connections, powder coated painting with approved colour shade, earthing with 2 nos of GI strips of full width of board testing and commissioning etc as required. The board shall be provided with 75x40mm size ISMC channel of bottom and legs embedded on to the suitable CC Pedestal of minimum height 1meter (50cm below ground & 50cm above ground) plastering ,painting etc as required. (Standard IP 54) Market Price

S/F 6 amps to 32 amps rating 240 volts, ‘C’ series miniature circuit breaker suritable for lighting and other loads of following poles in the existing MCB DB complete with connection, testing and commissioning etc. as reqd.6/32 amps,Single pole2.12.1

Supply of 3.5C x 25 sqmm Aluminum Armored XLPE Cable M326

Supply of XLPE insulated sheathed (heavy duty) armoured electric cables with Aluminium conductor for working voltage 1100 volts conforming to IS:7098 (part-1)/IS:1554; 4 core x16 sq mm (Basic Rate: Rs. 221.00 + Overhead & Profit @ 14.95% = Rs. 254.03) M740

Supplying and making indoor end termination with brass compression gland and aluminium lugs for following size of XLPE aluminum conductor cable of 1.1 KV grade as required. 4C x 16 sqmm Al Armoured XLPE Cable DSOR 9.1.33

Supplying and making indoor end termination with brass compression gland and aluminium lugs for following size of XLPE aluminum conductor cable of 1.1 KV grade as required 3.5C x 25 sqmm Al Armoured XLPE Cable DSOR 9.1.20

HDPE Pipe of material grade PE80-PN10 (Dia 40mm) (Basic rate Rs.55.47+Overhead & profit @14.95%=63.76)M1028

Supplying and drawing following size of FR PVC insulated copper conductor single core cable in existing surface/recessed steel/PVC conduit including dismantling as required 3x1.5 sqmm (13m per pole)JH SOR 2022_1.15.3

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm direct in ground including excavation, and refilling the trench etc. as required but excluding sand cushioning and protective covering.JH _SOR _2022_5.17

Earthing with GI earth pipe 4.5 mtr long,40 mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required. JH _SOR_2022_3.2

S.I.T.C of Outdoor stand mounted feeder peelar with 63 amps TP&N,MCB incomer ,65 amps TP contractor automatic switch of luminaries,power tool control incommer outgoing terminal etc as required. (Basic Rate: Rs. 27800.00+ Overhead & Profit @ 14.95% = Rs. 31956.10)M-1546

Supply & earthing with 20 mm dia 1.5 mm long G.I RodMR

Amount [5 year warrantee / guarantee and Comprehensive Maintenance contract (CMC) of all above work] Market Price

O&M Cost @0.5% per annum (for 5 Years)MR

Bricks =8 km

Earthwork Excavation

Stone Boulders=35 km

Coarse Sand=35 km

Stone chips =17 km

Cement (3km)

Steel (5 km)

Provision for Sign board & Photography

Add 18 % GST ( In Basic Rate must fill 18)

Add 1 % Labour cess ( In Basic Rate must fill 1)

M/s Daroga Pradhan (BID ID -686662)