REJUVENATION OF SOLAGIDIH TALAB (WARD NO 06)UNDER CHAS MUNICIPAL CORPORATION

Amount

Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. lead and disposal of unserviceable materials with all leads all complete as per direction of E/l.

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M. lead and disposal of unserviceable materials with all leads all complete as per direction of E/l.

Dismantling RCC work including stacking serviceable materials in countable stacks within 15M. lead and disposal of unserviceable materials with all leads all complete as per direction of E/l.

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to lead of 1km, stacking serviceable and unserviceable material seperately.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Earth work in bed clearance or desilting of canals carrying F.S. discharge between 8.5 cumecs and 0.14 cumecs disposal of excavated earth etc. in ordinary soil including rough dressing with initial lead of 10M and lift of 1.5M as per specification and direction of E/I

Extra for wet earth all complete as per specification and direction of E/I.

Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5M. Including the cost of formation of sub grade of canal lining, profiling, levelling 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/I.

Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I.

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% 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 propoer 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.)

Supplying and laying 300 mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1km. Lead including watering and ramming till growth of the grass all complete as per specification and direction of E/I.

E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil-A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other source free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I, Lead beyond 2km but up to 3km.

Extra for earth work in marshy, slushy and daldal soil(vide classification of soil item-F) all complete as per specification and direction of E/I.

Earth work in filling in foundation trenches and back filling of structure-do-with semi pervious or suitable earth obtained after cutting of borrow pits within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I.

E/W in excavation of cut-off trenches by hydraulic M/C in grade A&B type of soil including morroum soil, soil mixed with kankar, pebbles and boulders up to 300mm size and disposal of the same beyond 1/2 km up to 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.

Supplying and laying sand filter blanketing in horizontal portion of the dam as per designdrawing 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/I.

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 thecost of carriage all complete as per specification and direction of E/I.

Supplying and laying properly as per design and drawing rip-rap with good quality of boulders duly packed including the cost of material, royalty all taxes etc. but excluding thecost of carriage all complete as per specification and direction of E/I.

Providing of weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall all complete as per specification and direction of E/I.

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia RCC pipes. (Laying by manual/ machanical means)

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

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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.

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

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)

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).

Providing designation 75 A 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.

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

1:2:4 (1 Cement ;2 coarse sand (zone-III):4 grade stone aggregate 20 mm normal size)

Providing designation 75 A brick work in C.M. (1:3) 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.

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).

Providing designation 75 A brick work in C.M. (1:3) 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.

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).

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).

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).

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).

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

Foundation

linten beams -

Plinth beam

Roof beam

Roof slab

wash basin slab

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).

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.

Providing tor steel @ 8mm,10mm,12mm,16mm

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.

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.

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)

Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)

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)

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.)

Providing and laying 15 mm - 23 mm thick kotah stone slab flooring of approved size, texture and colour over 19mm thick base of lime morter (1:1:1) (lime putty : surkhi: coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab 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. (iv)600 X600 mm size

Providing and laying 25mm. thick kotah stone tiles in risers of steps, skirting and pillars of approved size, texture and colour laid over 12mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing to granolithic finish with approved quality do-do-.

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)300X600

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.

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

Providing 25mm thick water proof cement plaster -do-

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.

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.

Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l.

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

Making plinth protection 50mm thik of cement concrete 1:3.:6 (1 cement :3 coarse sand :6 grade stone aggregate 20 mm normal size) over 75 mm thik ded dry brick ballast 40mm normal size well rammed and cansoldiated and grouted with fine sand including nessesary excavation leving and dressing & finishing the top smooth.

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/I

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

Supplying and fixing C.I. cover without frame for manholes : 560 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg

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.

with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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)

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

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.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)

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

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+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh 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.

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).

Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.

Filling in foundation trenches and plenth 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).

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).

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).

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).

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 mm

Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.

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).

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

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)

Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge

Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.

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.

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).

Supplying, fitting and fixing 40 mm high viterous white glazed earthen ware E.W.C. with "p" trap of Parry Hindustan or any other I.S.S. make including supplying & fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fittings with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grms. , 15 mm P.V.C. alkathene pipe 45 cm long with brass coupling at both ends and white/ black plastic solid state seal and lead of commander/ cuckoo or other I.S.S. make with hinges or screw etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/l. (i) With "P" trap (a)12.5 lit. low level P.V.C. cistern

supplying fitting and fixing vitreous white glazed earthen were wash hand basin of parry or Hindustan or any other I.S.S. approved make supported on painted C.I. or R.S. brackets 32 mm C.I. brass waste, 15 mm dia C.I. body brass spindle stop cock of approved quality of weight not less than 350 grams, 32 mm P.V.C. waste pipe 750 mm long with brass coupling at one end and making plumber joints etc. all complete as per sepcification an direction of E/I.

Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/I. Mirrors of 6 mm thick plate glass bevelled edge mirror including C.P. brass revolving fittings 3mm ply wood board and C.P. hinges to fix with mirror. (i) 600mm x 450mm size

(iii) C.P. brass liquid soap container

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.

For 100mm dia pipe

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe.

SS 304 grade coupling with EPDM rubber gasket

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 .

Providing & fixing GI pipes complete with GI fittings and clamps, including cutting & making good the walls etc.

32 mm dia

40 mm dia

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with onestep CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.

Internal work- Concealed work, including cutting chases and making good the walls etc.

25 mm nominal outer dia Pipes

15 mm nominal outer dia Pipes

Providing and placing on terrace (at all 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.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not 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

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 :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site.

(a) From 0.00 M to 50.00 M below G.L.

(b) From 51.0 M to125.00 M

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. 200 mm nominal size dia

Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge

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: 200 mm dia

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 HP

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.

XLPE indulated pvc sheathed ,heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts.(conforms to is:7098,part-1)

2c x 10 sq mm

2c x 6 sq mm

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required

2x1.5 sq mm+1x1.5 sq mm earth wire

MV Cable Laying upto 25 Sq mm in ground:- Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc, as required.

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC innsulated aluminum conductor cable of 1.1 KV grade as required

3.5c x 25 sq mm

4c x 10 sq mm

Copper Earth Plate Elecrode:- Earthing with copper plate 600mmx 600mmx 3mm thick including acessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc.(but without charcoal or cock and salt) complete etc. as required.

P/F 25 x 5mm copper earth strip in pipe:- Providing and fixing 25mmx5mm cpper earth strip in 40mm & 4.5Mtr long G.I.pipe for earth electrode etc. as required.

earth with G.I earth plate 600mm x600 mm x6 mm thick including accessories and providing masonary enclose with cover plate having locking arragement and watering pipe etc. (with charcoal or coke and salt) as required.

S/L 8 SWG G.I. wire in ground :- Supplying and laying 8 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required.

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, with modular type switch, modular plate, suitable size of GI box etc as required.

Group A

Supply and Fixing GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch, connection, painting etc as required.

Supply and Fixing GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular type switch, connection, painting etc as required.

Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 number 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit / sub-main wiring along with earth wire with the following sizes of PVC insulated, copper conductor, single core cable in surface/recessed PVC conduit as required.

2x1.5 Sqmm + 1x1.5 sqmm earth wire

2x2.5 Sqmm + 1x2.5 sq mm earth wire

2x6 Sqmm + 1x6 sqmm earth wire (For MAIN LINE)

Supplying and fixing of following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (Without MCB/RCCB/ISOLATOR). Make :- Legrand/Schneider/ Siemens.

8 Ways,Single door

Supplying and fixing 240 volts, 'C' series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc, as required. Make- Legrand/Schneider/ Siemens.

6/32A Single Pole

Supplying and fixing batten / angle holder including connection etc as required.

installation testing and commissioning of Pre - wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc, directly on ceiling / wall, including connection with 1.5 Sq. mm. FR PVC insulated, copper cond.

Supplying and fixing following modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc as required.

5/6 amps,one way switch

5/6 amps, 3 pin socket outlet

Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (Up to 30 cm) with 1.5 sq. mm. FRPVC insulated,copper conductor,single core cable etc, as required.

S/F Modular type electronic fan regulator: Supplying and fixing stepped (two module) type fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required.

S/L 8 SWG G.I. wire in ground :- Supplying and laying 8 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required.

S/F rewirable double pole/ TP&N switch disconnector:-providind and fixing following capacity double pole/TP&N sheet metal switch disconnector fuse unit in existing metal board with rewirable type fuses , including drilling holes in metal board ,making connections, etc as required.

MV Cable Laying up to 25 sq. mm. in ground :- 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, sand cushioning, protective covering and refilling the trench etc as required.

S.I.T.C of floowing rating reccess/surface mounted Led round /square shape Down light luminarie with pressure die cast housing for single phase supply voltage. Luminarie sall be confirm to is :10322 part -5 section-2 or iec : 62722 with all neccessary accessories as required.

Erection of C.C. pole upto 11 m in B.B. Erection of RCC / PCC pole of following length in brick ballast and ramming the foundation, finisching with 150mm thick cement concrete (1:3:6) layer on with including excavation and refilling etc as requited.

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

Itc exhaust fan up to 510 mm sweep:-installation of exhaust fan upto 510 mm sweep in the existing opening including making the hole to suit the size of the above fan making good the including making the hole to suit the size of the above fan making good the damage ,connecon,testing etc.as required.

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

on every 10M distance along pond edge (pond edge length= 1010M)

18Watt LED solar street light with all accessories all complete. (attached quotation from gem.gov.in)

Carriage of Materials

Bricks =10 km

Stone Boulders=35 km

Coarse Sand=10 km

Stone chips =30 km

Cement (5km)

Steel (5 km)

N .S Items (Bench & Dust bin)

ADD GST @18%

ADD LABOUR CESS @1%

Madan Lal Bajaj Construction Pvt. Ltd.