Development of Old Commissioner of Police Bungalow as an extension of Mahabahu Brahmaputra River Heritage Centre Ph-III and IV

Amount

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.

Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil

Filling of excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (Rate as per Analysis)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

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

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

Brick Work Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand)

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

Cement Concrete Work. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

R.C.C Works : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

Reinforced 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) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of form for :5.9.3 Suspended floors, roofs, landings, balconies and access platform

Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers platform

Centering and shuttering including strutting, propping etc. and removal of form for :5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form for :5.9.7 Stairs, (excluding landings) except spiral-staircases

Reinforcement Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

PLASTERING WORK 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)

20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Painting Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

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

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube

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.).

Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. 16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) Sal wood

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm)

Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type)

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm

Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

Providing and laying Vitrified tiles in floor with 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 with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 1000x1000 mm

Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 1000x1000 mm

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.

Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :500 mm dia piles

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.20.6.1 Single pile upto 50 tonne Safe capacity. 20.6.1.1 Initial test (Test Load 2.5 times the Safe capacity)

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

Excavation, loose scaling along with dismantling of existing structures by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge

Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2018,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinc+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 16 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, as per drawing, all complete as per directions of Engineer-incharge. (Excluding boulder) Mattress Size 1.5X1.5X0.45 M

Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 gsm and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.

Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80- 100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402.

Construction of a narrow filter subsurface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling .

Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand)

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M-15

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Providing and fixing of mirror of superior glass (of approved quality) and of requiredshape and size with plastic moulded frame of approved make and shade with 6 mmthick hard board backing : (a)Rectangular shape 453x357 mm

Providing and fixing of toilet paper holder :(a)C.P. brass

Providing and fixing of brass stop cock of approved quality : 20 mm nominal bore

Providing and fixing of C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply, including all CPVC plain & brassthreaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and the cost ofcutting chases and making good the same including testing of joints completeas per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.

a) 20 mm nominal dia Pipes

b) 25 mm nominal dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply including all CPVC plain & brassthreaded fittings This includes jointing of pipes & fittings with one step CPVCsolvent cement, trenching, refilling & testing of joints complete as per directionof Engineer in Charge. External work

a) 25 mm nominal dia Pipes

b) 32 mm nominal dia Pipes

c) 40 mm nominal dia Pipes

d) 80 mm nominal dia Pipes

Providing and fixing square-mouth S.W. gully trap class SP-1 complete withC.I. grating brick masonry chamber with water tight C.I. cover with frame of300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg andframe to be not less than 2.70 kg as per standard design : 100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: a) Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.23.2.1 - All types of soil 23.2.1.1 300 mm dia

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.

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.23.3.2 150 mm nominal size dia

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., 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:23.13.2 150 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. 23.14.2 150 mm clamp

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).23.15.2 150 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 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 18.9.6 - 50 mm nominal dia Pipes

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 23.4.2 150 mm nominal size dia

Installation of 3 HP submersible pump set with all accessories.

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.

Group A

Group B

Group C

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

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

5/6 amps switch

15/16 A switch

3 pin 5/6 A socket outlet

6 pin 15/16 A socket outlet

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

Supplying and fixing following size/ modular, GI box alongwith modular base & cover plate for modular swithes in recess etc. as required.

1 or 2 Module

3 Module

4 Module

6 Module

Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB’s (but without MCB’s and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 8 way (4 + 24), Double door ( For Kitchen & Eatery Block )

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way, Double door ( For Toilet Block )

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using

Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost

Supplying and fixing 20 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 amps “C” curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL / HDPE pipe as required. Upto 35 sq. mm

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. Alumunium XLPE Cables (Al Ar)

3.5C x 35 sqmm

3.5C x 25 sqmm

4C x 16 sqmm

Ramp for PHE

Supplying, installing and fixing of fundarmax wall cladding Max Compact Exterior, F - Quality B 803 NT Kiefer Tirol Size 2800 x 1300 , Thickness 6 MM MBL AL. RIVETS A1 T PROFILE 75X37X3650X2MM THK A1 L PROFILE 37X40X3650X2.8MM THK AL. BIG BRACKET 175X55X35.5X4MM THK AL. SMALL BRACKET 87.5X55X35.5X4MM THK ANCHOR FASTNER SELF-TAPPING SCREW

Supplying , fitting , fixing &installation of cladding material(WPC Louvers) over wall surfaces with all the necessary requirement items as directed by the consultants

Supplying and installation of stone facia unit with integrated tail as secondary reinforcement of length 2 m that is made of mechanically woven, double twisted, hexagonal shaped wire mesh, Mesh type 10x12 as per IS 16014:2018, having D=100mm with tolerance of +/-10%, wire dia ID/OD 2.7/3.7mm, Zinc+ High Abrasion Resistant Polymer class A coated, mechanically edged/selvedged and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, with partition at 1 m interval etc. (exclusive of supply and filling of stones) complete as per detailed technical specifications attached and as directed by Engineer-in –Charge. Size of Stone Facia Units 3X3X0.5 M (LXBXH).

Supply and installation of boulders of 150 mm to 250 mm tying with lacing wires, placing of geotextile at the back side etc. as directed by engineer in charge.

Supply and installation of boulders of 150 mm to 250 mm tying with lacing wires, placing of geotextile at the back side etc. as directed by engineer in charge.

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 20 mm thick Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames along with S.S. Base Plate

900mm HUGO SINGLE MOUND SLIDE (HUGO)

Tunnel - 3M

KPSNK - 003

KPSNK-009

MOUND TRIPLE ROPE CLIMBER

ZEPHYR-E

FIERO A SWING

KPSNK-005-G-3

SEE SAW FOUR SEATER - E

MERRY GO ROUND DX

SPLASH PAD WITH EPDM FLOORING

BRIDGE FOR SPLASH PAD

Supplying, fitting and fixing texture paint as per consultant

Supplying Installation of Waterproofing on roof as directed bt the consultant with required specification Surface Preparation : Removed any loosely laid mortar, bitumen, foreign materials on surfaces by cleaning, dry and free from contamination. Make the surface sharp protrusions with PMM (Renderoc SP40 & Nitobond AR Std) and prepare fairly smooth for application of waterproof coating. 2 Bore Packing Providing necessary formwork for packing the bore using suitable arrangement (depending upon site conditions). Applying a coat of styrene- butadiene based polymer coating using Nitobond SBR to enhance adhesion between the packing material and other surfaces and packing the gap using non-shrink cement polymer- based grout using Conbextra GP2/ Renderoc SP40 upto the surface of the bore whilst the Nitobond SBR mortar. 3 Coving Coving at the junction of slab and vertical offsets with CM 1:4 mixed with Fosroc Nitobond SBR at the dosage of 10% by theweight of cement under followed by a bond coat. 4 Application of waterproofing layer: Supplying and Applying Fosroc Nitoproof 600 PF (manufactured by Fosroc and applied by Fosroc aprroved applicator) @ 2.00 kg /sqm , A high performance, low odour, one-part, fastcuring, high solids, polyurethane elastomer waterproof membrane over uniform surface (smooth and free from dust, laitance, loose matter, all curing compounds, form release agents, oil or other contaminants) of Terrace slab cured for 28 days and rendered 7 days. All abrupt irregularities, voids & honeycombed areas on terrace slab shall be made good before membrane application. Inspect primed surfaces to for pin holes. Reprime if necessary to seal remaining pin holes. Roughen PVC or stainless steel before priming with Nitoproof WB primer. Apply Nitoproof 600 PF to a DFT (Dry Film Thickness) of 1.2 mm. Apply in one or two coats by spray/roller or brush application. Nitoproof 600 PF should have following minimum properties: i) Solid % Vol: (89 ± 3) ii) Tensile Strength > 1.9 MPa (ASTM D412) iii) Elongation > 500% (ASTM D412) iv) Shore A Hardness - 60 (ASTM D2240) v) Crack Bridging - 2mm (ASTM C836) Laying 120GSM Geotextile Cloth on cured Nitoproof 600 PF membrane as separate layer and act as drainage system

Supplying and Stacking of well decayed cattle manure at site including royalty and carriage upto 5 km lead complete (Cattle manure measured in stacks will be reduced by 8% for payment)

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 seperately)

Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm,refilling the excavated earth after breaking clods and mixing with sludge or manure in the 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 fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed within a lead of 50m, lift up to 1.5m complete (Cost of sludge , manure or extra earth to be paid for seperately)

Preparataion of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20cm in depth, breaking clods, watering of each layer , dressingetc, lead upto 50m and lift up to 1.5m complete as per direction of Officer-in-charge

Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift up to 1.5m. 2.28.1 All kinds od soil.

PLANTATION 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 )

Trees Plant digging pit 3ft x 3ft

Shrubs & Bamboo Plant digging pit 1.5 ft x 1.5 ft.

Hedge Plant / Ground cover

Gulmohar

Canna Yellow

Canna Red

Periwinkle

Purple Heart

Golden Bamboo

Sudarshan lily

Singapore Daisy

Star Jasmine

Sweet Basil Plant

Lemon Grass

Champa

Copper pod

Royal Palm

Amaltaj

Kachnar

Bamboo Palm

Golden Dewdrop

Corn Plant

White Fountain Grass

Sudarshan lily

Singapore Daisy

Black Lily

Hedge Bamboo

Umbrella Palm

Blood Leaf

Neer Brahmi

Cane Palm

Golden Trumpet

Capet Weed

Arrowhead Plant

Canna Red

Pink Rail Lily

False Heather

Providing and fixing of white colour, Wall mounted European Water Closet with 'P', dual flush 3/6 slim concealed cistern with accessories and control plates arrangement including soft close slim seat over, of approved make with rubber buffers and flap, CP wall flanges, CP bolts and nuts, all of approved make etc, complete in all respect.

Providing and fixing of 8 mm dia CP health faucet of approved make with necessary CP flexible hose 1200 mm long, wall hook, with angular stop cock with wall flange, CP wall flange all of approved make etc.complete in all respect.

Providing and fixing of white colour glazed wash basin under counter type with 32 mm dia waste coupling half thread with 80mm height, CP bottle trap with extention pipe, 2 no. 15 mm CP 450 mm long CP inlet connection pipe, CP wall flange all of approved make etc, complete in all respect.

Providing and fixing of pillar cock auto closing system all of approved make etc, complete in all respect.

Providing and fixing of urinal with urinal valve auto closing system with built in control cock & wall flange, 32 mm dia CP waste coupling with dome type grating, 32 mm dia waste with extension pipe, urinal spreader, SS bolts and nuts to fix the urinal with all hangers and brackets complete in all respect with wall flanges. (Urinal partition shall be supplied and installed saperately)

Installing, testing and commissioningg curved shapes Urinal partition with froasted glass 8mm thick, including neccesary fixing materials etc, complete in all respect.

Supplying and Fixing of Soap dish holder black of approved makes. Including cutting hole in the masonry/R.C.C wall and making good with cement mortar.

Supplying and Fixing of Towel rail square wirh round flange stainless steel of approved make fixed with CP brass screws, making holes in walls & making good the same.

Supplying and Fixing of soap dispenser with metallic bottle of approved make fixed with CP brass screws, making holes in walls & making good the same.

Providing and fixing of fully automatic "NO TOUCH" stainless steel finish hand drier suitable to operate on 220 volts, single phase 50 hz, A.C. power supply and directly plugged to power point complete

Supplying, fixing of CP twin robe / coat hook fixed with SS screws on to the toilet door complete in all respect.

Providing and fixing of Multi Floor trap along with SS frame & cover (125 mm x 125 mm square / 100mm round). Trap of 100 mm dia. Inlet and 75 mm dia outlet fixed on a bed of cement concrete etc., complete in all respect. (The frame and grating shall be approved by Architects)

Supplying, fitting fixing and testing SWR soil and waste pipes confirming to IS 13592, type B solvent fit (confirming to IS 5382) joint inclusive of all necessary fittings like bends, tees, offsets, door bends, junctions, cowls, etc., laid under floor/ fixed on walls on G.I. brackets with GI 'U' clamps in pipe shafts etc., complete in all respect. INTERNAL

a) 75 mm dia

b) 110 mm dia

Supplying,fitting fixing and testing uPVC UV-R pressure pipe (6 Kg/ sq cm) confirming to IS 4985 : 2000 for waste connection from wash basin, kitchen sinks and urinal to floor trap/ anti syphonage pipe with solvent fit joints, including all the fittings, laid under floor/concealed in wall etc, the work shall include wall chase and making good the same in cement mortar etc, complete in all respect. b) 50 mm dia

Supplying, installing and testing approved make full way lever operated CPVC ball valves conforming to ASTM D 2846 with unions etc.Complete in all respect.

a) 20 mm dia

b) 25 mm dia

Supplying, installing and testing approved make full way lever operated CPVC ball valves conforming to ASTM D 2846 with unions etc.Complete in all respect.

a) 25 mm dia

b) 32 mm dia

c) 40mm dia

d) 80mm dia

Providing and fixing of uPVC Sheduled-80 high pressure Pipes confirming ASTM-D-1785 and ASTM -D-2467 / IS 4985: 2000 including all fittings such as sockets, unions reducers, long or short bends, elbows, nipples, flanges,checknuts,clamps,z-pieces,male and female adapters, adaptors between cPVC & upvc pipes, including all support as per supplier specification and approved drawingsetc all as per specifications (for flushing water pipes layed in trench, Shafts )Including Providing Structural support for pipe lines using channels, tees, angles, flats & plates fabrication by cutting threading & welding if required, applying one coat of red oxide primer and three coats of synthetic enamel paint, including necessary bolts nuts, washer etc. as required by the Engineer-in-charge.

a) 40 mm dia

b) 65 mm dia

c) 100 mm dia

Providing and fixing of approved make full way lever operated uPVC ball valves conforming to ASTM D 2467 with unions etc.Complete in all respect.

a) 40 mm dia

b) 65 mm dia

c) 100 mm dia

Supplying and fixing of pop-up type garden sprinkler, the range of sprinkler can be variably adjusted between 5 to 10m, including necessary bolts nuts, etc. as required by the Engineer-in-charge.

River Water Lifting pumps - Horizontal Multi/Single stage, Centrifugal type; With Motor-Base Frame-MOC-CI Base+ Suction-Discharge Manifold & Impeller -SS316/Bronze+ Shaft - SS316. Flow - 50 M3/Hr & Head 15 - 18 Mtrs. Negative suction 5 meter (Max.). water souce from River (High TSS & Turbidity) 2 Nos. pump (1 working+1 standby), cascade operation, approx 4 KW each, located at near river. Both the pumps shall be equal running hours for proper use controlled by intellegent control panel with auto / manual option and all protection.(Make- Wilo/Grundfos) (Electrical- L&T/Schneider/Siemens)

Raw Water Transfer pumps For Pukuri - - Openwell Submersible, Centrifugal Type; With Motor-Base Frame-MOC-CI Base+ Discharge Manifold; Shaft - SS316. Flow- 50 M3/Hr & Head 8 - 10 Mtrs.2 Nos. pump (1 working + 1 Standby), approx 7.5 KW each, Located inside raw water storage tank. Two pumps shall be induvisual control panel with all protection(Like - MCB,OLR, DRY RUN PROTECTION ETC.)

River Water Lifting Pump Suction Pipeline - Supply Errection testing commisiong of river water lifing pump with require suction pipeline; 80 NB Wire braided hose pipe with 80 NB flange fitting - 10 Meter - 2 Nos: 80 NB footvalve - 2 nos 80 NB flange - 4 nos 80 NB butterfly valve - 2 nos 80 NB NRV - 2 Nos

Supply, installation, testing & commissioning of L2 POE Switch: Gigabit fixed chassis in 1RU size. Includes 8 RJ-45 10/100/1G BaseT 2x1/10 Gig SFP , 90 watt POE budget .

Supply, installation, testing & commissioning of L2 POE Switch: Gigabit fixed chassis in 1RU size. Includes 24 RJ-45 10/100/1G BaseT 4x1/10 Gig SFP , 190 watt POE budget .

Supply, installation, testing & commissioning of SFP 1GE Single mode SFP module (1310nm,10Km,LC)

Supply, installation of PVC encloser box

Supply, installation, testing & commissioning of 3 mtr LC-SC Fiber Patch Cord

Supply, installation, testing & commissioning of of 9U outdoor Rack IP-67:Frame/450x500 / FM / Casters T2/Glass/Metal Door, Shelf/500, PDU 1Ph, 230V, 8A, IRP Fuse - 1.8KVA, ITE /Rack Air Circulation module/Door Mount/ 180CFM, Horz Cable Organiser/1U/Loop, Mounting Hardware-CR (Pack of 2)

Supply, installation, testing & commissioning of 12U Rack/500x550/CKD/Castor T2/19" Adp/Side Panels, Horz. Cable Organiser Box Type,, Shelf/ Mounting Hardware-CR (Pack of 4), PDU 1Ph, 230V, Server Rack Air Circulation module.

Supply lying & commissioning of 6 core single mode optical fiber cable in existing conduit/HDPE pipe.

Supply lying & commissioning of SF/UTP CAT6 Cable (305 Mtr.) in existing conduit/HDPE pipe.

Supply, laying & Commissioning of 2 Core - 12 AWG - 2.5 sqmm - MultiStrand - Oxygen Free -Professional Grade Speaker Cable in existing conduit/HDPE pipe

Supply, Installation, Testing & Commissioning of 5MP H.265 NW IR Dome Camera, 0.04Lux (Color), 0Lux (B/W, IR LED on), 2.8mm fixed lens, ONVIFS,G,T, WDR 120dB, 30fps@5MP all resolutions (H.265/H.264), H.265, H.264, MJPEG codec supported, triple streaming with full configuration, defocus detection, Directional detection, Motion detection, Tampering, crossing line, alarm in & out , Micro SD/SDHC/SDXC memory slot (Max. 128GB), IR viewable length 20m or better, PoE, CE, FCC, UL , NDAA, BIS, ROHS .

Supply, Installation, Testing & Commissioning of 5MP H.265 NW IR Bullet Camera, 0.04Lux (Color), 0Lux (B/W, IR LED on), 4mm fixed lens, ONVIFS,G,T, WDR 120dB, 30fps@5MP all resolutions (H.265/H.264), H.265, H.264, MJPEG codec supported, triple streaming with full configuration, defocus detection, Directional detection, Motion detection, Tampering, crossing line, alarm in & out , Micro SD/SDHC/SDXC memory slot (Max. 128GB), IR viewable length 20m or better, PoE, CE, FCC, UL , NDAA, BIS, ROHS .

Supply and installation of Enterprise Grade : 5 MP ip-PTZ 30x Zoom ,PoE+, 1/2.8" CMOS Sensor, 1080P@30fps, H.265, H.264, 150m IR, Speed 0.05°~400°/s,TVS 6000V protection, IP66, Waterproof Low Illumination: 0.002Lux, Starlight

Supply, Installation, Testing & Commissioning of 32CH NVR, support 12megapixel camera supported, recording bandwidth 256 Mbps , 4K video out on HDMI monitor support, Dual monitor video out support, H.265, H.264, MJPEG compression support, 4 internal HDDs , ARB & Failover (N+1) support, P2P service (QR code connect) support, CE, FCC,ROHS, UL and BIS.

Supply, Installation, Testing & Commissioning of 4 TB HDD with 7200RPM (For 15 days storage)

Supply & Installation of Waterproof PVC Square Junction Box for CCTV Cameras IP65 5x5

Supply & installation of Rock garden Speakers IP 66 Rated - 150mm / 4" Full Range Driver, Compatible with 100v Line Volt, Amplifier Power Requirement 15/20 watts - 16/7 Use - BG/Public Address

Supply, Installation, Testing & Commissioning of19 inch 2U , 1KVA Rack Mountable LI Line Interactive UPS having 15 Min Backup . Builtin battery bank .

Supply, Installation & Commissioning of Weather proof for outdoor installation junction box ( Hensel-KF 1000 G)

AKM 25 (For knockouts M25)

Supply and Laying of 25 mm dia HDPE pipe /conduit direct in ground(below 600mm) including excavation, protective covering and refilling etc as required.

Supply and Laying of 100 mm dia HDPE pipe /conduit direct in ground(below 600mm) including excavation, protective covering and refilling etc as required.

Supply and Laying of 200 mm dia HDPE pipe /conduit direct in ground(below 600mm) including excavation, protective covering and refilling etc as required..

Supply, Installation & Commissioning 5Mtr long square pole made of MS C class, foundation base and bolts, cable inspection and junction box & in the top of pole 600x600x600 box required for 9U rack (conform the size before fabrication) etc as required. Refer to the drawing for more details.Type A pole.

Supply, Installation & Commissioning 5Mtr long square pole made of MS C class, foundation base and bolts, cable inspection and junction box etc as required. Refer to the drawing for more details.Type A pole.

Supplying and fixing 40 amps to 63 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Foure pole

AKM 25 (For knockouts M25)

Supply, Installation, Testing and Commissioning of Copper coated Solid steel Rods (Spike) shall be made of high tensile low carbon steel rod, with molecular bonded with 99.9% electrolytic copper with minimum coating thickness of 250 microns. The minimum length of the earth rod shall be 3 meters which is either a single rod or smaller rods with couplers or similar arrangement. The vendor should quote price of the rod in length of 3 meters. The rod as well as the couplers should satisfy the requirements as per the indian standards. Earth rods used in Power networks should be of diameter 14.2 mm. These rods also should have facility to drive with an electric/hydraulic hammer. Couplers for interconnecting rods should be made of Brass or any other copper alloy.Inspection Chamber should have an inner dimension of 250 mmX 250 mm X 250 mm made of FRP material. Flush Mounted, removable and lockable cover of the earth pit should be able to withstand 5OOO KG along with the Earth Enhancement Compound.

Supply and Laying of 25 mm dia HDPE pipe /conduit direct in ground including excavation, protective covering and refilling etc as required.

Supply, connection, testing and commissioning of heavy duty, medium/low voltage, XLPE (IS 7098 - PART-II) insulated, stranded Al / Cu conductor Armoured/Un Armoured cables as per specification & IS.

Aluminium cable (Al Ar) : 3.5C x 35 sqmm

Aluminium cable (Al Ar) : 3.5C x 25 sqmm

Aluminium cable (Al Ar) : 4C x 16 sqmm

Copper cable (Cu UnAr) : 5C x 2.5 sqmm

Copper cable (Cu UnAr) : 3C x 2.5 sqmm

Copper cable (Cu UnAr) : 3C x 1.5 sqmm

Supplying and making end termination with copper lugs for following size of PVC insulated and PVC sheathed copper conductor cable of 1.1 KV grade as required.

Copper cable (Cu UnAr) : 5C x 2.5 sqmm

Copper cable (Cu UnAr) : 3C x 2.5 sqmm

Copper cable (Cu UnAr) : 3C x 1.5 sqmm

MV PANEL PADAM PUKHURI PH-1 : DWG NO: IES/PP/EL-SLD-01 /MVP-E 250A 4 Pole 25kA MCCB with Thermal Based with O/C, S/C & E/F Release -- 1No. …. Incomer, Spreader, Extended Rotary Handle, Aux. & Trip Contact, Indicating Lamp -- 1 Lot., CT, ratio : 250/5A, Class - 1, VA-15 ---- 2 Set, MFM Meter with RS485 Port with Demand -- 1No., Space Provision Energy Meter ( Electricity Board ), 6A FP Miniature Circuit Breaker, 10kA --- 1No., 6A DP Miniature Circuit Breaker, 10kA --- 1 No., SPD 50kA (Type1+2) with Protection MCB ….. 1 No. Outgoing Feeder : i) 63A 4Pole 10kA MCB ----- 08 nos.

KL-4265 Nebula Mini - Spike, Dimension : 101 x 90 x 330mm, Wattage : 6W LED.

KL-4268 Nebula Midi - Bracket, Dimension : 113 x 84 x 117mm, Wattage : 12W LED.

KL-8275 Tree Strap

KL-2747 Sudo Mini - Asy Frame, COD : 124 x 83 x 70mm, Wattage : 6W LED.

KP-4268 Circular Lighting Pole - Ø89 Series, Ht.3000mm.

KP-9204 Foundation Bolt, 4 Nos of M16 x 300 mm bolt with 8 Nuts, 8 Plain Washer and 8 Spring Washer

KL-4599 Stencil Pro, Dimension : 730 x Ø100 x 616mm, Wattage : 40W LED.

KL-3396 Niva 2.0, Dimension : 5m / Roll, Wattage : 9W/m Monocolour.

KL-8398 Niva 2.0 - Aluminium Profile

KL-8395 Niva 2.0 - End Cap (Bottom Direction)

KL-8397 Niva 2.0 - End Cap (Right Direction)

KL-8197 24V Series Waterproof IP67 Power Supply, Wattage : 60W.

VERSHA TECHNOTRADE PVT LTD (BID ID -267352)