CONSTRUCTION OF VOCATIONAL AND CRAFT CENTRES STORAGE CUM SALE CENTRE FOR JSLPS LIVELIHOOD PROMOTION ACTIVITIES AT JITPUR VILLAGE AT DUMKA SURI HIGHWAY UNDER DUMKA DISTRICT

Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I.

Extraforearthworkinhardsoilasperspecificationand direction of E/I. (vide classfication of soil item - B)

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 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and 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 thick with all leads 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/I. (Mode of measurement compacted voume)

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size)

1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

Reinforcement cement concrete work in beams, suspended floors, roofs having slope up to 15ⴰ landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

Providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing .

Providing Tor steel reinforcement of 10mm dia rods as per approved design and drawing .

Providing Tor steel reinforcement of 12 to 25 mm dia rods as per approved design and drawing .

Centering and shuttering including strutting, propping etc. and removal of form for: Foundation, footings, bases of columns, etc for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landing, balconies and access platform.

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

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

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

Providing 250mm thick brick jali work in C.M. (1:8) in superstructure with designation 75 A bricks and approved quality of clean coarse sand of F.F.2 to 2.5, finished with deep ruled pointing in C.M. (1:3) with sand of F.M. 1.5 on entire surface including the cost of finishing, the holes. screening carriage of materials, scaffolding, raking out joints to 15 mm depth, curing, taxes and royalty all complete, as per approved design, building specification and direction of E/I.

Providing 125 mm thick REINFORCED DESIGNATION 75 A BRICK WORK in C.M. (1:4) in SUPERSTRUCTURE with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, cost of materials, racking out joints to 15 mm depth, carriage, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of Engineer Incharge .

Providing 19 mm Thk. cement plaster(1:3) with clean course sand of FM-1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I

Providing 12 mm Thk. cement plaster(1:6) with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I

Providing 6mm thick cement plaster (1:4) in ceiling with coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building direction of E/I.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastrered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of size. Size of Tile 600 x 600 mm

Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointing with white cement including rubbing, polishing and cost of curring taxes and royalty all complete as per building specification and direction and E/I. With commercial grade colour tiles.

Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish of size Size of Tile 600 x 1200 mm

Providing and laying 25 mm thick kotah stone slab flooring of approved size texure and colour over 19 mm thick base of lime mortar (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.

Providing and laying 25 mm thick kotah stone tiles in risers of steps skirting and pillars of approved size texure and colour laid over 12 mm thick cement mortar (1:3) and joined with grey cement slurry mixed with pigment to match the shade of the slab including rub bing 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.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.

Supplying, fitting and fixing M.S. Grill made of 20X6mm M.S. flat/ Square 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/I. (where materials is not supplied by the department.)

Supplying, fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20 x 10 x 2mm at 100mm centers and braced with M.S. flat diagonals 20 x 3mm with top and bottom rails of T iron 40 x 40 x 6mm with 38mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, car riage, hoisting and taxes all complete as per building specification and direction of E/I.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover

Providing and fixing ball bearing for rolling shutters.

Supplying, fitting and fixing M.S. Grill gate with M.S. grills made of 20x6mm M.S. flats or 16mm M.S. square bars fitted on 25x25x6mm M.S. angle frame 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/I. (where materials is not supplied by the department.)

Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specificatio).

Providing two coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I.

Providing and fixing fan hooks of 16 mm dia M.S. bar & 1 meter long, bent to required size and shape, placed in position and fixed in the R.C.C.slab/beam at the time of casting all complete as per building specification and direction of E/I.

Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:-

Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system, adjustable nylon rollers with SS 304 body. Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (74mm & above). (Height upto 2.5 metre).

Providing and fixing glazing in aluminium door, window, ventilator 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): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)

Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- 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 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm 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. 30 mm thick pre laminated PVC door shutters

Supplying, fitting and fixing good quality, well dressed and will seasoned sal wood work in chaukhats in doors, windows skylights; fanlight and C/W celestial window, openings, including wedge wove all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as per building specification and direction of E/I

Supplying, fitting and fixing 35mm thick solid core type non-decorative single leaf flush door shutter in doors and windows with black board core blended with high quality phenol formal dehydes synthetic resin both side commercial veneered of standard make with oxidised iron fittings such a hinges, tower bolts, handle, cleats and sand block and taxes all complete as per building specification and direction of E/I-

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.5 mm thick

Providing 250mm wide brick drain in cement mortar (1:6) with as. 150mm clear depth and 250mm apron including cost of earthwork involved with 75mm cement concrete (1:4:8) over one brick designation 75A flat soling in proper grade and slope at the base the drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing 7 finishing the top smooth.

d)Protection of treated surface with PCC:- Thetreated surface should be covered with 25mm/50mm PCC of M20 grade (1:1.5:3) with proper slope (1:120) toward stlre rain outlets in alternate panels of 2mlx2ml keeping 6mm gap between the panel joint. lntegral water proofing admixture conforming to lS2645@ of 100ml per bag of cement to be added in the screed concrete (paid separately for this ltems).-All corners shall be chamfer edvrith 150mmX150mm fillet. The rain water outlets shall be just leveled with the screed concrete to ensure smooth discharge of water-the peripheral gaps between pvc pipe outlet and concrete surface should be packed properly with rich concrete and the peripheral mouth to be sealed with moisture in sensitive epoxy putty of Sika lndia Pvt.Ltd /MYK Schomberg /DrF

ixit/ Fosroc. For the purpose of measurement the entire treated surface will be measured." (e)Groove of PCC surface should be filled with Polysulphide Sealant (Paid Separately)Brand-Sika lndia Pvt Ltd / MYK Schomberg / Dr Fixit/Fosroc. Warrenty for five years.

Covering of treated surface wIth PCC:- Providing 25mm thick Cement Concrete M20 (1:1.5:3) maintaining slope in alternate 2mt x2mt panels with a aproved quality of stone chips of 20 mm to 6 mm size graded and cleaned sand of FM 2.5 to 3 including screening, shuttering, and mixing cement concrete inmixer with admixture of integral water proofing and placing in position, striking curing,taxes and royality all complete as per building specification and direction of E/l. Panels that has been left should be casted next day.- There should be 6mm gap between Panels. Brand-Sika_Plastocrateplus, MYKproof WP10, Fosroc- Conplast X421 ic , Dr Fixit Pidiproof LW+

Providing and filling of 6mm thick Groove between 25 mm PCC panels with Polysuplhide sealant (Poring Grade) as per drawing and techinical speicifcation and direction of E/I.

RACK & GLASS GLAZING WORK AT SHOP Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.

1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml

(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.

Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in-Charge.

Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) 304 grade stainless steel Rack

Septic Tank and Soak Pit E/W in excavation in foundation trenches in foundation trenches in ordinary soil (vide classification of soil item - B) &disposal of excavated earth obtained to a distance up to 50M including all lift leveling, ramming the foundation trenches removing root of trees, shrubs all complete as per approved design.

Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B)

Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E/I.

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

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 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundation, footings, bases of columns, etc for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landing, balconies and access platform.

Providing designation 75B 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 10 mm thick mortar joints, costs of screening, materials, scaffolding, ranking out joints to 15mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.

Reinforcement cement concrete work in beams, suspended floors, roofs having slope up to 15ⴰ landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

Providing Tor steel reinforcement of 10 mm dia bars as per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position (including carriage of bars to work site) all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL, TATA Steel, JSPL, Electro Steel Ltd. and Vizal Steel)

Providing Tor steel reinforcement of 12 mm dia bars as per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position (including carriage of bars to work site) all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL, TATA Steel, JSPL, Electro Steel Ltd. and Vizal Steel)

Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

Providing 12 mm thick water proof cement plaster (1:3) in CM 1:3 with clean coarse sand of FM 1.5 with 5% cico or any other approved water proofing compound all complete as per building specification & direction of E/I.

Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I-

Boring (200 x 150 mm dia ) & Installation of 2 H.P. Submersible Pump Set Cost of Drillind 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 51.00 to 150.00 M below

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

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp

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 crore 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etc all complete job as per direction of E/I.

Starter D.O.L starter with SS Enclosure with 380/415 Volt coil 5 to 10 HP

Supply fitting and fixing lowering 40 mm dia G.I. collumn pipe - do - do - all complete job as per direction of E/I.

HORTICULTURE AND LANDSCAPING Supplying and stacking of good earth at site including royalty and carriage up to 5 km (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking at site dump manure from approved source, including carriage up to 5 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm

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

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).

Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).

Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bag of size 25 cm as per direction of the officer-incharge.

Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water).

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

Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board 510x1040 mm bowl depth 250mm

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 40 mm dia

Swan Neck Tap with left hand operating knob (ISI Marked)

Pillar Cock (Long Neck) (ISI Marked)

Providing and fixing 15 mm dia and 45 cm long P.V.C connection pipe with heavy quality brass coupling at both ends etc. all complete as per specification and direction of Engineer-in-Charge.

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.

Providing and fixing toilet paper holder : C.P. brass

Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/I. C.P.brass liquid soap container

SOIL, WASTE & VENT PIPING Providing and laying P.V.C. Pipe for outlet of S&W including all accessories, i.e. lubricants, solvent cement, clamp, ring, sockets etc. 75 mm diameter

Providing and laying P.V.C. Pipe for outlet of S&W including all accessories, i.e. lubricants, solvent cement, clamp, ring, sockets etc. 110 mm diameter

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 75 mm Coupler

110 mm Coupler

75 mm Single pushfit Coupler

110 mm Single pushfit Coupler

110 mm Single tee with door

75 mm Single tee without door

75 mm Bend 87.5ⴰ

110 mm Bend 87.5ⴰ

75 mm Shoe (Plain)

110 mm Shoe (Plain)

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

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) derived from natural sources : 4 graded sto

ne aggregate 20 mm nominal size derived from natural sources

100 mm dia steel Jali

INTERNAL WATER SUPPLY Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on walls ) 25 mm nominal dia Pipes

32 mm nominal dia Pipes

40 mm nominal dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step 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. (Concealed work including cutting chases and making good the walls etc.,) 20 mm nominal dia Pipes

25 mm nominal dia Pipes

Providing and fixing ball valve (brass) of approved quality complete : High or low pressure with plastic floats complete: 25 mm nominal bore

Providing and fixing G.M. non-return valve Horizontal/vertical type of approved quality as per specification and direction of Engineer-in-Charge. 32 mm dia weight not less than 600 gms. ((B) Vertical non-return valve)

Providing and fixing G.M. full way valve of approved quality all complete as per specification and direction of Engineer-in-Charge. 32 mm dia and weight not less than 700 gms

Polythene water storage tank of mark with cover suitable locking system in double layer confirming to IS : 12701-1996 with Latest revision. (2000 Ltr.)

EXTERNAL SEWERAGE SYSTEM Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in 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 : All kind of soil Pipes cables etc exceeding 80 mm dia but not exceeding 300 mm dia.

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as perstandard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

EXTERNAL WATER SYPPLY Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation7foundation 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 a 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

ELECTRICAL Point wiring in PVC conduit, with modular type switch - 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 G.I. box etc. as required. Group A

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

15/16 Watt LED Bulb

S.I.T.C of following rating surface mounted LED tube light fitting suitable for 230V 50Hz, single phase supply etc. complete as required. 20w/22w LED tube

Double LED tubelight fitting made of Die cast aluminum housing 2 x 20 watt bettal tubelight suitable for surface mounted.

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

Supply, fitting, fixing and testing of 1200mm Sweep, BLDC, 5Star Fan.32 W

S/F light plug point with modular type accessories : Supplying and fixing suitable size G.I. 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.

S/F light plug point with modular type accessories : Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.

S/F 20amps SPN MCB industrial Socket: Supplying and fixing 20 amps 240V, SPN industrial socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, SP MCB insheet steel enclosure on surace or in recess with chained metal cover for the socket outlet and complete with connections, testing

& commissioning etc.

S/F Modular boxes, base & cover plate : Supplying and fixing following size/ modules G.I. box along with modular base & cover plate for modular switches in recess etc as required. 4 module (78mm x 140mm x 50mm)

6 module (78mm x 205mm x 50mm)

8 module (78mm x 230mm x 60mm)

12 module (135mm x 205mm x 60mm)

S/F Modular type blanking plate : Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required.

Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required 5/6 A, one way switch

15/16 A, one way switch

5/6 A, 3 pin socket outlet

15/16 A, 6 pin socket outlet

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

4 X 6 sq. mm + 2 X 6 sq. mm earth wire

4 X 10 sq. mm + 2 X 6 sq. mm earth wire

Copper earth pipe electrode : Earthing with G.I. earth pipe 4.5mtr. long 40mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal or coke and salt as required.

P/F 25mm x 5mm copper earth strip in surface/ recess : Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc., as required.

S/L 25 mm x 5 mm G.I. earth strip in ground : Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including soldering etc.

SUPPLY OF LT CABLE Supply of following sizes and core PVC/XLPE insulated, PVC sheathed armoured electrical cable with aluminium conductor for working voltage upto 1.1 KV etc as required. 3.5c x 70 sq.mm

LAYING OF LT CABLES: Laying of one nùmber PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size exceeding 35 sq mm but not exceeding 95 sqmm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

1.1 KV Cable End Termination:- Supplying and making indoor cable end termination with brass double compression gland and aluminium lugs for following size of PVC insulated XLPE Al. Ar. Cable of 1.1 KV grade as required. 3.5c x 70 sq.mm (38mm)

MAIN DISTRIBUTION BOARD Design, Fabrication, Supply, Erection,Testing and commisioning of Powder coated Indoor Type Main Distribution Board fabricated out of 14 guage CRCA sheet steel in cubical, compartmentallised, free standing , dust and vermin proof, (degree of protection-IP54)with reinforcement of suitable size angle iron, channel, T -iron or flats as required. Cable gland plates shall be provided on top as well as bottom of the panels. Panels shall be treated with all anti-corrosive process before painting as per specification. Panels shall be suitable for 415V, 3-Phase, Four wire, 50 Hz supply complete with earth bus and lifting hooks as required in case of large panels.Approval shall be taken for each panel before fabrication. (All hardwares like nuts and bolts used shall be Galvanized and Zinc passivated) as per Specification. 250A, TPN MCCB (P-2), 35 kA, 63A TPN MCCB 16kA, 40A TPN MCB 10kA - 01 Nos, Indication lamps(On- Off Trip Power On -- RYB)

Add 18% for G.S.T.

Labour Cess