Development of Industrial Estate, Dighalichapari, Dist Sonitpur, Assam

Amount

BOUNDARY WALL (Length 1389 m)

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. All kinds of soil: Upto 1.5 Mtr Depth

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. All kinds of soil: From 1.5 Mtr to 3.0 Mtr Depth

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.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge

Brick soling in foundation: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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) : 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)

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) : 3 graded stone aggregate 20 mm nominal size)

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

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

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

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 : Cement mortar 1:4 (1 cement : 4 coarse sand)

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

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required

EARTHWORK & LEVELLING WORK

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades amd cross sections

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

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.

ENTRANCE PLAZA - CIVIL WORKS

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. All kinds of soil: Upto 1.5 Mtr Depth

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. All kinds of soil: From 1.5 Mtr to 3.0 Mtr Depth

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.

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

Anti-Termite Treatment: Treatment of soil under using chemical emulsion @ 0.5 litre per sqm, With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Brick Soling: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.

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.

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) All works upto plinth level

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) : 3 graded stone aggregate 20 mm nominal size)

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)

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

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

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

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

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 Columns, Pillars, Piers, Abutments, Posts and Struts

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 : 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. Cement mortar 1:3 (1 cement :3 coarse sand)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

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

20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

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.

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification: Two or more coats on new work.

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (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., complete. Size of Tile 500x500 mm

Providing and laying Vitrified tiles in floor in different sizes (thickness tobe spec ified 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 fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete.

Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab all colour and texture except black, Cherry/ Ruby red. Area of slab over 0.50 sqm

Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc.complete.

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 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

Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I). On one side only

Providing and fixing factory made uPVC white colour casement/ Casementcum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) 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), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, 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, mullion (if required) shall be also fusion welded 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 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. Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm)

Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension 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 of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 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. Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)

Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) 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), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded 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 sealant 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 and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.

Providing and fixing 25 mm thick shutters for cup board etc. Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading

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.

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

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured insqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass he NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs as per ISO/IEC 17025 1. Performance Laboratory Test forAir 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 perASTME-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

Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 20 mm dia

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.

Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge.

ENTRANCE PLAZA - ELECTRICAL WORKS (Internal Wiring)

Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. Single light point controlled by one 6A switch

Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. Ceiling Fan Point

Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. 6A Socket & switch on existing Switch board

Supplying and fixing 3 pin, 6 amp ceiling rose including connections etc. as required, as per drawing and as per the direction of Engineer in charge

Supplying and fixing suitable size metallic concealed box with modular plate and cover in front on surface or in recess, including providng and fixing 1 no. Stepped type Modular Fan regulator (2 module), connections etc. as required. as per drawing and as per the direction of Engineer in charge

Wiring for circuits & submain with following number & sizes of FRLS PVC insulated 1100 volt grade multistranded copper conductor wire run inside 2mm thick PVC conduit pipe recessed in ceiling/ column/ walls of building including supply of all materials such as wires, PVC conduit, junction box & pull box etc complete with making good the damages caused as required and as per direction of Engineer-in-charge. 2 numbers single core 1.5 sqmm copper wire for phase & neutral and 1 number single core 1.5 sqmm copper wire for earth continuity conductor.( for point wiring beyond 5mtrs long & 6A Switch Socket (Sep. board ) & 2nos 6A Switch Socket (Sep. board )

Wiring for circuits & submain with following number & sizes of FRLS PVC insulated 1100 volt grade multistranded copper conductor wire run inside 2mm thick PVC conduit pipe recessed in ceiling/ column/ walls of building including supply of all materials such as wires, PVC conduit, junction box & pull box etc complete with making good the damages caused as required and as per direction of Engineer-in-charge. 2 numbers single core 2.5 sqmm copper wire for phase & neutral and 1 number single core 2.5 sqmm copper wire for earth continuity conductor.

Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light/bulk Head Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge 20 Watt LED Tube Light

Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light/bulk Head Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge 60 Watt LED Street Light

Supply, installation, testing and commissioning of BLDC ceiling fan & exhaust Fan including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insula ted, copper conductor, single core cable, . as required, as per drawing and as per the direction of Engineer in charge 1200 mm sweep,

Supply, installation, testing and commissioning of BLDC ceiling fan & exhaust Fan including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insula ted, copper conductor, single core cable, . as required, as per drawing and as per the direction of Engineer in charge 150 mm sweep,

PVC Conduit 25mm

PVC Conduit 20mm

Supply, delivery, installation, testing & commissioning of L.T. indoor wall mounted double door type distribution boards of original factory made enclosures of the same brand as the MCB conforming to the relevant ISS and as per special conditions of contract making good the damages caused complete as per the direction of Engineer-in-charge. BDB (6way SPN DB) (IP-43 IK 09 with Metalic Door)

Supply, delivery, installation, testing & commissioning following rating, Double pole, ( phase and neutral), 230 volts, Minature Circuit Breaker " (MCB), having a Breaking current 10 Kilo amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required and as per direction of Engineer-in-charge 25A

Supply, delivery, installation, testing & commissioning following rating, Double pole, ( phase and neutral), 230 volts, Minature Circuit Breaker " (MCB), having a Breaking current 10 Kilo amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required and as per direction of Engineer-in-charge 6-32 SP MCB

ENTRANCE PLAZA - SOAK PIT & SEPTIC TANK

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. All kinds of soil Upto 1.5 Mtr Depth

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. All kinds of soil From 1.5 Mtr to 3.0 Mtr Depth

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.

Disposal of surplus/ excavated materials by mechanical means within 1km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge

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

Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.

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) All works upto plinth level

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

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

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

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).

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

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage- For vertical surface two coats @ 0.70 kg per sqm . For vertical surface two coats @ 0.70 kg per sqm

Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel barconforming to IS: 1786, having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165 mm withminimum 112 mm space between protruded legs having 2 mm tread fixing, including fixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per designon 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 andchemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after.

Providing and fixing 600mm dia Cast Iron Precast Concrete Manhole cover over UGR including cost, conveyance, taxes of all materials, cost of all labour, labour cess, T&P, etc. complete as per the direction of Engineer-in-Charge.

Providing, fixing, jointing, testing and commissioning of HDPE (DWC) polymer corrugated from outside underground Drainage Pipe conforming to IS : 16098 with all fittings such as bends, tees, elbow. The wall thickness of pipe and technical characteristic conforms to IS : 16098 type Part II SN8 . The jointing to be completed with rubber ring joint. Including lowering in trenches, laid to correct levels up to required depth, testing of joints and connection with the respective manhole complete in all respects as per the direction of engineer in charge. HDPE (DWC PIPE) - 200 MM DIA

1.68 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

INTERNAL ROAD & TRUCK PARKING ( ROAD LENGTH - 1464 M)

(A) ROAD WORK

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Mechanical Means

Compacting original ground supporting subgradeLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1

Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. Private Land

Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material

Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material

WBM Grading 1 Using stone screening Type-A 13.2 mm for Gr.I Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.(B) By Mechanical Means

WBM Grading 2Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(B) By Mechanical Means

Sand Filling in Foundation Trenches as per Drawing & Technical Specification 50 mm

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Excluding Edge block/ Edge restraints

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (Paint on Kerb Stone)

(B) TRUCK PARKING

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Mechanical Means

Compacting original ground supporting subgradeLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1

Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. Private Land

Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material

Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material

WBM Grading 1 Using stone screening Type-A 13.2 mm for Gr.I Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.(B) By Mechanical Means

WBM Grading 2Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(B) By Mechanical Means

Sand Filling in Foundation Trenches as per Drawing & Technical Specification 50 mm

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Excluding Edge block/ Edge restraints

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (Paint on Kerb Stone)

(C) SERVICE CROSSING

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Earth Filling)(For marshy soil)

Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203.P.C.C grade M 10, Nominal mix 1:3:6

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204, In 1:4 Cement mortar

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 mm dia

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, RCC Grade M 25

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

CONSTRUCTION OF RCC DRAIN (LENGTH - 2095M)

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

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)

Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of entering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete Extra cement up to 10% of the minimum pecified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M20 grade with minimum cementcontent of 270 kg /cum

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

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

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

WATER SUPPLY NETWORK (LENGTH - 2190M)

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. All kinds of soil

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.

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9Sand Filling

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes PE-100 PN-10 as per IS-4984: 1995 (amended upto date) with anti rodent food graded Material with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend, End Caps etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6M/12M 110 mm dia HDPE Pipe - PE-100 PN-10

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with 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

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm dia Class II

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 50 mm dia

Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 80 mm dia

3 core 4 sqmm Flat cable with Bare CU conducter inualted & shetathed with PVC for Submersible Pump IS:694:2010 CABLE : 3 core 120 sqmm AL A2XFY cable

TUBE WELL

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, upto 90 metre depth below ground levelAll Type of Soil 300 mm Dia.

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. All thype of Soil 300 mm Dia

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.150 mm Nominal Size Dia.

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. 150 mm Nominal 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.

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.

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

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB Distribution board, 415V, 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) 4 way (4+12), Double door

Supplying and fixing following rating, four pole (3 phase and neutral), 415 V,Residual current circuit breaker (RCCB), having a sensitivity current 30mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40A

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.

Supply with fitting, fixing of 12 Watt LED Bulb 3 star range

POLYCAB PVC/Xipe Insulated and PVC Sheated Industrial 3 core flat Submersible cable with Bare Bunched copper Conductor for Submersible pump motors with Voltage grade 1100 V as per IS:694/2010, 4 sq mm/EQUIVALENT

Supply with fitting, fixing of 5 HP/3.7KW submersible pump, relay range 9-14A, voltage range 275-475V, Discharge 150-70 LPM (Crompton/Equivalent)

PUMP ROOM - CIVIL WORKS

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. All kinds of soil Upto 1.5 m depth

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. All kinds of soil From 1.5 Mtr to 3.0 Mtr Depth

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.

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

Anti-Termite Treatment: Treatment of soil under using chemical emulsion @ 0.5 litre per sqm, With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Brick Soling: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.

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.

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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived 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 natural 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).

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

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

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

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

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 Columns, Pillars, Piers, Abutments, Posts and Struts

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 : 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. Cement mortar 1:3 (1 cement :3 coarse sand)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

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

20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

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.

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification: Two or more coats on new work.

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (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., complete. Size of Tile 500x500 mm

Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 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 window upto 1.50 m in height dimension 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 of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 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. Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)

Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) 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), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded 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 sealant 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 and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading

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 and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.

Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 20 mm dia

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.

PUMP ROOM - ELECTRICAL WORKS

Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. Single light point controlled by one 6A switch

Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. Ceiling Fan Point

Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. 6A Socket & switch on existing Switch board

Supplying and fixing 3 pin, 6 amp ceiling rose including connections etc. as required, as per drawing and as per the direction of Engineer in charge

Wiring for circuits & submain with following number & sizes of FRLS PVC insulated 1100 volt grade multistranded copper conductor wire run inside 2mm thick PVC conduit pipe recessed in ceiling/ column/ walls of building including supply of all materials such as wires, PVC conduit, junction box & pull box etc complete with making good the damages caused as required and as per direction of Engineer-in-charge. 2 numbers single core 1.5 sqmm copper wire for phase & neutral and 1 number single core 1.5 sqmm copper wire for earth continuity conductor.( for point wiring beyond 5mtrs long & 6A Switch Socket (Sep. board ) & 2nos 6A Switch Socket (Sep. board )

Wiring for circuits & submain with following number & sizes of FRLS PVC insulated 1100 volt grade multistranded copper conductor wire run inside 2mm thick PVC conduit pipe recessed in ceiling/ column/ walls of building including supply of all materials such as wires, PVC conduit, junction box & pull box etc complete with making good the damages caused as required and as per direction of Engineer-in-charge. 2 numbers single core 2.5 sqmm copper wire for phase & neutral and 1 number single core 2.5 sqmm copper wire for earth continuity conductor.

Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light/bulk Head Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge 20 Watt LED Tube Light

Supply, installation, testing and commissioning of BLDC ceiling fan & exhaust Fan including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insula ted, copper conductor, single core cable, . as required, as per drawing and as per the direction of Engineer in charge 150 mm sweep,

PVC Conduit 25mm

PVC Conduit 20mm

Supply, delivery, installation, testing & commissioning of L.T. indoor wall mounted double door type distribution boards of original factory made enclosures of the same brand as the MCB conforming to the relevant ISS and as per special conditions of contract making good the damages caused complete as per the direction of Engineer-in-charge. BDB (6way SPN DB) (IP-43 IK 09 with Metalic Door)

Supply, delivery, installation, testing & commissioning following rating, Double pole, ( phase and neutral), 230 volts, Minature Circuit Breaker " (MCB), having a Breaking current 10 Kilo amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required and as per direction of Engineer-in-charge 25A

Supply, delivery, installation, testing & commissioning following rating, Double pole, ( phase and neutral), 230 volts, Minature Circuit Breaker " (MCB), having a Breaking current 10 Kilo amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required and as per direction of Engineer-in-charge 6-32 SP MCB

Starter Supply, delivery, installation, testing & commissioning following of DOL Star Delta Starter for 5HP Motor

GRP TANK

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

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.

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.

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)

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) All works upto plinth level

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

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

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

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

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 primerM.S. tube

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

Providing, Testing & Commioning of GRP (Glass Reinforced Plastic) water tank conforming to IS 14856: 2000 as per approved drawings and specification

Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :100 mm dia C.I. Double Flanged Pipe

STREET LIGHT SYSTEM

Supplying, laying & testing of 1.1 KV grade AL XLPE power cable of following size suitable for 415 Volt, 3Ph, 50 c/s supply. laid on surface including cost of shaddles/ clamps/ cable route markers every 15mtr etc but excluding the cost of G.I. Pipes / Hume pipes/HDPE complete with making good to the damages as required and as per direction of Engineer-in-charge. (Make:KEI/Polycab/RR kable/KEC/Havells) 3.5 core x 35 sqmm

Supplying, laying & testing of 1.1 KV grade AL XLPE power cable of following size suitable for 415 Volt, 3Ph, 50 c/s supply. laid on surface including cost of shaddles/ clamps/ cable route markers every 15mtr etc but excluding the cost of G.I. Pipes / Hume pipes/HDPE complete with making good to the damages as required and as per direction of Engineer-in-charge. (Make:KEI/Polycab/RR kable/KEC/Havells) 4 core x 10 sqmm

WIRE: Supplying, laying & testing of 1.1 KV grade 3CX1.5sqmm cu. Flexible cable with required termination to connect from base of the pole to the light fittings

Gland & lugs: Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required and as per direction of Engineer-in-charge 3.5 core x 35 sqmm

Gland & lugs: Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required and as per direction of Engineer-in-charge 4 core x 10 sqmm

Supply and Installation of galvanised octagonal pole with coil earthing of Double arm/single arm as per Site condition and direction of EIC(1 mtr to 2 mtr lenght to achive minimum lux of 20-25) with PU paint in shape shall be designed to withstand the maximum wind speed 200Km/Hr and as per IS 875. The top loading i.e. area and the weight of fixtures are to be considered to calculate maximum deflection of the pole and the same shall meet the requirement of BSEN 40-3-3:2003. Octagonal Poles made from HT Steel Conforming to grade S355 & having thicknessof 3mm. Base Plate must be Fe 410 conforming to IS 2062, foundation bolts must EN 8 grade terminal box with provision for connection of earth, including Coil earthing & neutral on 5mm thick fiber plate which will be kept in side the pole for termination of cable & wire,The pole shaft shall have octagonal cross section and shall be continuously tapered with single/double longitudinal welding with round Bracket Suitable for installing 1/2Nos LED Street Light as required.Warrenty - 5 years Warrenty should be given by Manufacturer.Make:-Transrail/Uttarkash/Val 9 meter(Single Arm) - 12m Road

Supply and Installation of galvanised octagonal pole with coil earthing of Double arm/single arm as per Site condition and direction of EIC(1 mtr to 2 mtr lenght to achive minimum lux of 20-25) with PU paint in shape shall be designed to withstand the maximum wind speed 200Km/Hr and as per IS 875. The top loading i.e. area and the weight of fixtures are to be considered to calculate maximum deflection of the pole and the same shall meet the requirement of BSEN 40-3-3:2003. Octagonal Poles made from HT Steel Conforming to grade S355 & having thicknessof 3mm. Base Plate must be Fe 410 conforming to IS 2062, foundation bolts must EN 8 grade terminal box with provision for connection of earth, including Coil earthing & neutral on 5mm thick fiber plate which will be kept in side the pole for termination of cable & wire,The pole shaft shall have octagonal cross section and shall be continuously tapered with single/double longitudinal welding with round Bracket Suitable for installing 1/2Nos LED Street Light as required.Warrenty - 5 years Warrenty should be given by Manufacturer.Make:-Transrail/Uttarkash/Val 9 meter(Doubel Arm) - 24m Road

Supply and Installation of galvanised octagonal pole with coil earthing of Double arm/single arm as per Site condition and direction of EIC(1 mtr to 2 mtr lenght to achive minimum lux of 20-25) with PU paint in shape shall be designed to withstand the maximum wind speed 200Km/Hr and as per IS 875. The top loading i.e. area and the weight of fixtures are to be considered to calculate maximum deflection of the pole and the same shall meet the requirement of BSEN 40-3-3:2003. Octagonal Poles made from HT Steel Conforming to grade S355 & having thicknessof 3mm. Base Plate must be Fe 410 conforming to IS 2062, foundation bolts must EN 8 grade terminal box with provision for connection of earth, including Coil earthing & neutral on 5mm thick fiber plate which will be kept in side the pole for termination of cable & wire,The pole shaft shall have octagonal cross section and shall be continuously tapered with single/double longitudinal welding with round Bracket Suitable for installing 1/2Nos LED Street Light as required.Warrenty - 5 years Warrenty should be given by Manufacturer.Make:-Transrail/Uttarkash/Val 10 meter - 18m Road

supply & Fixing of LED street light fixture having pressure aluminum housing, System lumen output of >=10800 lumen by using high power SMD LED's, driver efficiency >=90%, power factor>=.95,surge protection >10KV ,THD<10%, IP rating IP66,IK ating:IK07, heat resistance toughened glass with IK08 impact resistance, graduation disc for precise aiming of flood lights. The pole must withstand the wind speed at 200 km / hr. (Must provide structrural data) with the light fitting. luminaire , efficacy >=120 lumen/Watt, correlated color temperature 5700K+-500K, color rendering index>=70, lumen maintenance L90 at 50000hrs,THD<10%. The luminaire designed to considering maximum uniformity and avarage lux of minimum 20 within the poles. Warrenty - 5 years on LED luminaire and Warrenty should be given by Manufacturer. 120 Watt

supply & Fixing of LED street light fixture having pressure aluminum housing, System lumen output of >=10800 lumen by using high power SMD LED's, driver efficiency >=90%, power factor>=.95,surge protection >10KV ,THD<10%, IP rating IP66,IK ating:IK07, heat resistance toughened glass with IK08 impact resistance, graduation disc for precise aiming of flood lights. The pole must withstand the wind speed at 200 km / hr. (Must provide structrural data) with the light fitting. luminaire , efficacy >=120 lumen/Watt, correlated color temperature 5700K+-500K, color rendering index>=70, lumen maintenance L90 at 50000hrs,THD<10%. The luminaire designed to considering maximum uniformity and avarage lux of minimum 20 within the poles. Warrenty - 5 years on LED luminaire and Warrenty should be given by Manufacturer. 100 watt

FDP Street light panel: Supply delivery installation and testing of outdoor panel board made out of 3 mm thick CRCA sheet duly acid treated and painted as required with following accessories and fixing the board.Incommer :-1 No-MCB,63A,4P,10KA 'C'Out Going:- 4 No-MCB,32,4P,10KA,'C' with Time switch, Contactor for automatic on / off of the lights with automatic on/off day night photo control sensor and suitable arrangements for 3.5 x 35 sq mm cable for entry & 3 phase indicating lamps etc. complete as per the site requirements.

Supply and laying of 40 mm dia HDPE pipe for cable protection and road crossing.(Make:Ashirbad/Precision/sudhakar/Shaakya Polymer/Meil)

Earthing with GI earth pipe 4.5 meter long,40mm dia incluiding accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required

Providing and fixing 6 SWG GI wire on surface or in recess for loop earthing along with cables etc as required

Providing and fixing 25 mm X 5mm GI strip on surface or in recess for connection etc as required

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - CIVIL & FINISHING WORKS

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. All kinds of soil: Upto 1.5 Mtr Depth

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. All kinds of soil: From 1.5 Mtr to 3.0 Mtr Depth

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.

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

Anti-Termite Treatment: Treatment of soil under using chemical emulsion @ 0.5 litre per sqm, With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Brick Soling: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.

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.

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) All works upto plinth level

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) : 3 graded stone aggregate 20 mm nominal size)

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)

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

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

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

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

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 Columns, Pillars, Piers, Abutments, Posts and Struts

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

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 : 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. Cement mortar 1:3 (1 cement :3 coarse sand)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

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

20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

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.

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification: Two or more coats on new work.

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (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., complete. Size of Tile 600x600 mm

Providing and laying Vitrified tiles in floor in different sizes (thickness tobe spec ified 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 fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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 : 3coarse 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 Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of thebuilding allcomplete as per the architectural drawings with 18mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cementslurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge.(Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent)

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab all colour and texture except black, Cherry/ Ruby red. Area of slab over 0.50 sqm

Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc.complete.

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 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

Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I). On one side only

Providing and fixing factory made uPVC white colour casement/ Casementcum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) 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), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, 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, mullion (if required) shall be also fusion welded 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 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. Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm)

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces

Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension 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 of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 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. Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)

Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) 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), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded 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 sealant 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 and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.

Providing and fixing 25 mm thick shutters for cup board etc. Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading

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

Providing and 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 and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured insqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass he NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work.Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs as per ISO/IEC 17025 1. Performance Laboratory Test forAir 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 WaterPenetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml . Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as perASTME-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

Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG false ceiling tiles

Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and L sections suitably fixed according to tile size as per direction of Engineer-in-charge.

Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 20 mm dia

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - PH WORKS

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid

Supplying all materials, labour & T&P for fitting and fixing of following sizes of white glazed vitreous china urinal basin confirming to specification of approved make as per IS-2556 with ISI mark in all floor along with supply & fixing of necessary component parts like pair of C.I./M.S. bracket including connection from supply pipe with all duties, transportation etc. all complete as per specification & direction of the Engineer-in-charge. Flat back Large Urinal of size 375 x 390 x 590 mm Cat No. 60002 of Hindware

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Wash basin size 630x450 mmwith a pair of 15 mm C.P. brass pillar taps

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, ncluding painting of fittings and brackets, cutting and making good The walls wherever required : 610x510 mm bowl depth 200 mm

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete Semi rigid pipe 32mm dia

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete

Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl Plugs etc., complete.

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler 20 mm CP concealed stop cock with adjustable wall flange. Cat No. F200008 of Hindware

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler 15 mm CP Long Body Bib Cock with wall flange Cat No. F200011 of Hindware

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler 15 mm CP 2 way short Body Bib Cock with wall flange Cat No F200004 of Hindware

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler 15mm CP Angular Stop Cock Cat No F200005 of Hindware

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler CP Pillar Cock Cat No F200001 of Hindware

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler Shower with arm & wall flange Cat No.Cat. No.: F160147 of Hindware

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler Health Fucet long with CP Hook . Cat No. Cat. No.: F160193Element Health Faucet with 1.2 MSS Flexible Tube & Wall Hook of Hindware

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler Towel Bar 600 mm long . Cat No. F880005 of Hindware

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler Toilet paper Holder with cover Cat No. F880003 of Hindware

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler Soap Dish Cat No F880001 of Hindware

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler SS Grating with/without waste pipe hole

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler Sink cock with regular swinging spout (Wall mounted) with wall flange Cat no F200024 .

Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.Make:Hindware/Jaquar/Kohler CP Angel cock self closing system for Urinal Cat No. F310003 ACP of Hindware

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with 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. 15 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, i/c 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

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with 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. 25 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, 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 wall 25 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, 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 wall 32 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, 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 wall 40 mm nominal dia Pipes

Providing all materials, labour, T&P for fitting & fixing of following uPVC Ball Valves confirming to per ASTM D-2467 in all floor & fixing with the pipes after cutting the pipes to required shape & size including wastage etc. of following nominal diameter, all complete including testing the joints with required water pressure.The cost inclusive of all ,duties,transportation scaffolding etc. all complete as per specification and direction of Engineer-in-charge. Make:ASTRAL/ASHRIVAD/AJAYA/SUPREME 25mm dia

Providing all materials, labour, T&P for fitting & fixing of following uPVC Ball Valves confirming to per ASTM D-2467 in all floor & fixing with the pipes after cutting the pipes to required shape & size including wastage etc. of following nominal diameter, all complete including testing the joints with required water pressure.The cost inclusive of all ,duties,transportation scaffolding etc. all complete as per specification and direction of Engineer-in-charge. Make:ASTRAL/ASHRIVAD/AJAYA/SUPREME 40 mm dia

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc Exposed on wall (for supply to OHT) 40mm Dia nominal bore

Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately)

Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof

Supplying all materials, labour, T&P, fitting and fixing uPVC SWR pipes of approved make confirming to IS-13592/1992, both below & above ground level or fixing on wall surface in all floors including all , duties, transportation & scaffolding etc. all complete as per specification & direction of the Engineer-in-charge. 110 mm SWR pipe (Type-A & B)

Supplying all materials, labour, T&P, fitting and fixing uPVC SWR pipes of approved make confirming to IS-13592/1992, both below & above ground level or fixing on wall surface in all floors including all , duties, transportation & scaffolding etc. all complete as per specification & direction of the Engineer-in-charge. 75 mm SWR pipe (Type-A & B)

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 110mm Single Y

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 110 mm 900 Bend

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 110x75mm Reducing TEE

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 110mm Single TEE

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 110mm coupler

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 110x75mm Floor Trap

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 75mm Single Y

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 75mm Single Y with Door

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 75 mm 450 Bend

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 75mm coupler

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 75mm Single TEE

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 75 mm 87.50 Bend

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 75 mm 87.50 Bend with door

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 110x75mm Multi Trap

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 110/75mm pvc clip

Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC. 110/75mm cowl

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 90x80 cm and 45 cm deep including C.I. coverwith frame (light duty) 455x610 mm internal dimensions,total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular)bricks of class designation 7.5

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. coverwith frame (medium duty) 500 mm internal diameter, totalweight 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

Extra for depth for manholes : Size 90x80 cm With common burnt clay F.P.S. (non modular)bricks of class designation 7.5

Extra for depth for manholes : Size 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - Electrical WORKS

Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. Single light point controlled by one 6A switch

Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. Ceiling Fan Point

Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. 6A Socket & switch on existing Switch board

Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. 2way 6A switch (1No 2Way Switch)

Supply, delivery, installation & testing of suitable size Separate metallic concealed box with modular plate and cover in front on surface including following type plug boards with interconnections and making good the damages caused complete as required and as per direction of Engineer-in-charge. RJ 45 data boards consisiting of 1 no RJ45 2 Modules toolesss with shutter on metallic concelaed box.

2x6 ampere plug boards consisting of a 2nos 6 amp clip-in type modular shuttered plug socket and 2nos 6 A clip-in type modular switches fixed on metallic concealed box connections etc.

6 / 16 ampere plug boards consisting of a 6/16 amp clip-in type modular shuttered plug socket fixed on metallic concealed box

Supplying and fixing of AC boards consisting of 25A Modular switch with 16A Moular socket in indivisual Modular G.I Box making good the damages caused complete as required and as per direction of Engineer-in-charge.

Supplying and fixing 3 pin, 6 amp ceiling rose including connections etc. as required, as per drawing and as per the direction of Engineer in charge

Supplying and fixing suitable size metallic concealed box with modular plate and cover in front on surface or in recess, including providng and fixing 1 no. Stepped type Modular Fan regulator (2 module), connections etc. as required. as per drawing and as per the direction of Engineer in charge

Wiring for circuits & submain with following number & sizes of FRLS PVC insulated 1100 volt grade multistranded copper conductor wire run inside 2mm thick PVC conduit pipe recessed in ceiling/ column/ walls of building including supply of all materials such as wires, PVC conduit, junction box & pull box etc complete with making good the damages caused as required and as per direction of Engineer-in-charge. 2 numbers single core 1.5 sqmm copper wire for phase & neutral and 1 number single core 1.5 sqmm copper wire for earth continuity conductor.( for point wiring beyond 5mtrs long & 6A Switch Socket (Sep. board ) & 2nos 6A Switch Socket (Sep. board )

Wiring for circuits & submain with following number & sizes of FRLS PVC insulated 1100 volt grade multistranded copper conductor wire run inside 2mm thick PVC conduit pipe recessed in ceiling/ column/ walls of building including supply of all materials such as wires, PVC conduit, junction box & pull box etc complete with making good the damages caused as required and as per direction of Engineer-in-charge. 2 numbers single core 2.5 sqmm copper wire for phase & neutral and 1 number single core 2.5 sqmm copper wire for earth continuity conductor

Wiring for circuits & submain with following number & sizes of FRLS PVC insulated 1100 volt grade multistranded copper conductor wire run inside 2mm thick PVC conduit pipe recessed in ceiling/ column/ walls of building including supply of all materials such as wires, PVC conduit, junction box & pull box etc complete with making good the damages caused as required and as per direction of Engineer-in-charge. 2 numbers single core 4.0 sqmm copper wire for phase & neutral and 1 number single core 4.0 sqmm copper wire for earth continuity conductor.

Wiring for circuits & submain with following number & sizes of FRLS PVC insulated 1100 volt grade multistranded copper conductor wire run inside 2mm thick PVC conduit pipe recessed in ceiling/ column/ walls of building including supply of all materials such as wires, PVC conduit, junction box & pull box etc complete with making good the damages caused as required and as per direction of Engineer-in-charge. 2 numbers single core 6.0 sqmm copper wire for phase & neutral and 1 number single core 6.0 sqmm copper wire for earth continuity conductor.

Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light/bulk Head Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge 20 Watt LED Tube light

Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light/bulk Head Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge 10 Watt LED Bluk Head Light

Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light/bulk Head Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge 36 Watt LED Recessed Light

Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light/bulk Head Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge 6 Watt LED Recessed Light

Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light/bulk Head Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge 12 Watt LED Recessed Light

Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light/bulk Head Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge 15 Watt LED Recessed Light

Supply, installation, testing and commissioning of BLDC ceiling fan & exhaust Fan including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insula ted, copper conductor, single core cable, . as required, as per drawing and as per the direction of Engineer in charge 1200 mm sweep

Supply, installation, testing and commissioning of BLDC ceiling fan & exhaust Fan including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insula ted, copper conductor, single core cable, . as required, as per drawing and as per the direction of Engineer in charge 150 mm sweep

Supply, delivery, installation, testing & commissioning of L.T. indoor wall mounted double door type distribution boards of original factory made enclosures of the same brand as the MCB conforming to the relevant ISS and as per special conditions of contract making good the damages caused complete as per the direction of Engineer-in-charge. BDB (14way SPN DB) (IP-43 IK 09 with Metalic Door),

Supply, delivery, installation, testing & commissioning of L.T. indoor wall mounted double door type distribution boards of original factory made enclosures of the same brand as the MCB conforming to the relevant ISS and as per special conditions of contract making good the damages caused complete as per the direction of Engineer-in-charge. BDB (6way SPN DB) (IP-43 IK 09 with Metalic Door),

Supply, delivery, installation, testing & commissioning following rating, four pole, (three phase and neutral), 415 volts, Residual current Circuit Breaker " (RCCBs), having a sensitivity current 100 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required and as per direction of Engineer-in-charge, 25 A

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. 6 amps to 32 SP MCB 10KA 'C'

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. 300mm NP2 class

PVC Conduit 25 mm

PVC Conduit 20 mm

Supply,Installation,Testing & Commissioning of 4 pair Cat6 U/UTP Cable incluiding surface/ recessed steel/ PVC conduit as required: The 4 pair Unshielded Twisted Pair cable shall be UL Listed,exceeds the requirements of ANSI/TIA-568-C.2 and ISO/IEC 11801 Class E , 4 twisted pairs separated by internal PE Cross Separator. Full separator. Half shall not be accepted. Rip Cord is must,Insertion Loss of 32.8 db/100m at 250 MHz ,Cable should support operating temperature from -20° to +70°C Cable support Conductor Resistance ≤ 9.38 Ω/100m Max., Cable support Delay Skew: < 45 ns/100m, Operating Voltage: 72V , Impedance: 100 ± 15 Ω @100 MHz. and Propagation Delay @250 MHz : 536 ns/100m, ETL Verified 4 connector channel performance up to 700 MHz , RoHS Compliant. Make: Tyco / Legrand / Panduit.

Supply,Installation,Testing & Commissioning of 6U/500D Wall Mount Rack with Accessories: The rack size should be 600W x 500D, Front frame integrated with top, bottom, front and two side panels for better rigidity and strength, Front Glass Door with Lock loaded, Compliance with standards shall be UL 2416., DIN 41494, IEC EN 60529, IEC EN 62262 , IEC EN 60068-2-11 , ISO 9001:2008 including Power Distribution Unit (06/16 Amp Indian-Standard - 06 Socket - Single Pole / Screw Mountable / 16 Amp MCB / Alternating Current - 16 Amp 3 Pin Plug with Power Cable 2.5 sq.mm 3 meter Lengt), 1 cooling Fan(230V AC - 90 CFM, dB 42), 2nos 1U Metal Cable manager with Plastic cable loops and H/W screw. Make: Valrack/Rittal/ APW/Alcon.

Supply,Installation,Testing & Commissioning of 4MP Dome IR Network Camera (1/3" CMOS sensor, Mini. Pixel of 2688*1520 or higher video quality, frame rate of Up to 25fps, Ultra 265, H.265, H.264 & MJPEg video compression, 2.8mm Fixed lens, physical ICR filter of both day and night, 30mtr IR Distance,120dB WDR ,3Streams Supported, WDR , 3D-DNR for noise reduction, BLC, ICR, EXIR, Audio In and Out, Alam in and Out. IPv4/IPv6 network supported, IP67, IK10 rated for weatherproofing, ONVIF ver 2.2 or higher, PoE IEEE 802. 3af (UL, FCC, CE, BIS certified.) with accessories as require. Make- Make- AXIS/ WBOX/ Milesight/ Pelco/Alocn.

Supply,Installation,Testing & Commissioning of 4MP Bullet IR Network Camera (1/3" CMOS sensor, Mini. Pixel of 2688*1520 or higher video quality, frame rate of Up to 25fps, Ultra 265, H.265, H.264 & MJPEg video compression, 2.8mm Fixed lens, physical ICR filter of both day and night, 30mtr IR Distance,120dB WDR ,3Streams Supported, WDR , 3D-DNR for noise reduction, BLC, ICR, EXIR, Audio In and Out, Alam in and Out. IPv4/IPv6 network supported, IP67, IK10 rated for weatherproofing, ONVIF ver 2.2 or higher, PoE IEEE 802. 3af (UL, FCC, CE, BIS certified.) with accessories as require.Make- AXIS/ WBOX/ Milesight/ pelco/Alcon.

Supply,Installation,Testing & Commissioning of 8Ch 4K Network video Recorder Make- AXIS/ WBOX/ Milesight/ pelco/Alcon.

Supply,Installation,Testing & Commissioning of 8TB Surveillence Hardisk.

Supply,Installation,Testing & Commissioning of 32" UHD IPS Commercial Digital Display , BIS Certification with 3 years onsite warrenty. Make: Samsung/ LG /SONY.

Supply of 8+2 giga port IEEE 802.3af and at POE 10/100/1000Mbps managed Switch with minimum Two combo ports with minimum PoE power budget of 375W per switch. Make: Cisco/Digisol/Secureye.

UPS: SITC of 1 KVA 4 hr battery backup ( battery and rack cost shall be included.) Single Phase true Online UPS System in standalone configuration with advance DSP based technology UPS system with inbuilt/External Isolation transformer with cabinet and SMF battery backup using 12V batteries including battery protection M.S Rack suitable dimension, well air ventilation to ensure the battery optimum life cycle, proper rating cable for interlinks cable and D.C cable up to 10 mtrs from UPS to batteries including labour charges for installation testing and commission and carrying charges as per the specification complete as per direction of Engineer in charge(Make:Vertiv/APC/Power One )

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - Fire Fighting Works

Supplying & fixing of powder type fire extinguisher (stored pressur type confirming to IS:15683:2006) 6 Kg. capacity with initial refill of ISI marked ABC power completed with squeeze grip, release valve, discharge pipe, pressure gauge, locking safety clip, mounting bracket etc. i/c fixing on wall etc. as required.

Supplying & fixing of Co2 type fire extinguisher CO2 type Fire Extinguisher 4.5 kg capacity with Brass forged Screw down wheel type valve, Aluminium Syphone initial gas charged as per IS 15222, bend pipe & Horn & complete with accessory mfd to IS:15683 with BIS mark , MTC & PESO certificate completed with squeeze grip, release valve, discharge pipe, pressure gauge, locking safety clip, mounting bracket etc. i/c fixing on wall etc. as required.

Providing all materials, labour, T&P for laying of following dia M.S. heavy grade class C pipes conforming to IS:1239/IS:3589 with ISI mark & required sizes of fitting like off set, bend, tee, reducer, flange & flange joints etc. as per site condition including gas cutting by oxygen and acetelene gas flame, fitting and setting as per required size wherever necessary, jointing the pipes by electric welding confirming to( IS specification and electrodes confirming to IS specification after 'V' grove cutting. supporting/fixing the pipe on floor / wall /ceiling with clamps, hangers (using anchor fasteners) or angle iron, G.I. pipe sleeve of suitable higher size shall be provided including cutting holes and chases in brick/RCC wall/roof/chajja and making good the same to original condition. All hangers, clamps, brackets etc. shall be of galvanized iron unless specified otherwise and then supply of the same shall also be included. Painting 2 (two) or more coats with synthetic enamel paint of Signal red shade over a coat of zinc primer for above ground level. Prior to application of primer the surface should be cleaned for any dirt, rusts, rough substance etc. Including painting of legends both direction arrow as per the approved specification including testing & commissioning the system.The cost inclusive of hire and running charges of welding generator set transportation, hire & running charges of machineries, POL, to & fro charges with all consumables for all floors etc. all complete as per specification & direction of EIC. MAKE: TATA/ PRAKASH SURYA / JINDAL 100 mm dia

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : Make-SANT/LEADER/ZOLOTO 100 mm dia

Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : Make-SANT/LEADER/ZOLOTO 100 mm dia

Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. a) 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS:12585 b) 20 mm nominal internal dia gun metal globe valve & nozzle. c) Drum and brackets for fixing the equipmets on wall. d) Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. e) 30.00 Meter Length Make-SAFEX/MINMAX/NEWAGE

Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) Horizontal type, centrifugal, end suction pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520. with Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mountedtype with Class-'F' insulation, conforming to IS-325. MS base plate coupling, coupling guard, foundation bolts and anti vibration pads with cement concrete foundation with 35x35x5mm angle frame on edges duly plastered with inertia blocks. (Make: KIRLOSKAR/WILO/KSB 450 lpm at 35 m Head

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - HVAC Works

Variable Refrigerant Volume (VRV) Machines: Supply Installation, Testing & Commissioning of modular type Variable Refrigerant Flow/Variable Refrigerant Volume air cooled Outdoor units suitable for cooling and heating, having all hermetically sealed inverter type Scroll Compressor(s), minimum two compressors for above 14 HP modules, microprocessor based Controller, top discharge type condensing unit(s), with R 410 A Refrigerant, vibration isolators, with suitable foundation etc. complete as required. The unit shall deliver the rated capacity at AHRI Conditions and work even at 50°C ambient temperature without tripping. The unit shall be suitable to work on 400V +/- 10%, 3 Phase, 50Hz AC power supply. The unit shall be filled with first charge of the refrigerant and ready for use as required. The COP at AHRI conditions shall not be less than 3.1 and IEER not less than 6.5 .

INDOOR UNIT-CASSETTE TYPE: Supply, installation, testing and commissioning of following minimum capacity 4-way flow VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cord less remote control etc., suitable for operation on single phase 230 V ± 10%, 50Hz AC supply, complete, as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature. 2.8 TR

INDOOR UNIT-HIGH WALL TYPE: Supply, installation, testing and commissioning of following minimum capacity VRV/VRF High wall type Indoor unit equipped with washable synthetic media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX copper coil, electronic expansion valve, outer cabinet, cord less remote control, drain pan, necessary accessories etc., suitable for operation on 230 V ± 10%, 50 Hz, single phase AC supply, complete as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature. 0.6 TR

INDOOR UNIT-HIGH WALL TYPE: Supply, installation, testing and commissioning of following minimum capacity VRV/VRF High wall type Indoor unit equipped with washable synthetic media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX copper coil, electronic expansion valve, outer cabinet, cord less remote control, drain pan, necessary accessories etc., suitable for operation on 230 V ± 10%, 50 Hz, single phase AC supply, complete as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature. 0.8 TR

INDOOR UNIT-HIGH WALL TYPE: Supply, installation, testing and commissioning of following minimum capacity VRV/VRF High wall type Indoor unit equipped with washable synthetic media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX copper coil, electronic expansion valve, outer cabinet, cord less remote control, drain pan, necessary accessories etc., suitable for operation on 230 V ± 10%, 50 Hz, single phase AC supply, complete as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature. 1 TR

COPEER REFRIGERANT PIPING: Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/hard drawn copper refrigerant piping for VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-O tubular insulation/with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc. as required : 12.7 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm with 19 mm thick insulation

COPEER REFRIGERANT PIPING: Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/hard drawn copper refrigerant piping for VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-O tubular insulation/with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc. as required : 28.58 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm with 19 mm thick insulation

MS Cable Tray: Supply and erection of MS cable tray , duly pained as required including erection of the same on wall or ceiling with necessary fixture and other material required to complete the job in all respect up to the entire satisfaction of Engineer-in Charge of the work MS perforated cable tray painted with powder coating 100 X 50 X 1.6 mm3

DRAIN PIPE Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with 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., 25 mm nominal outer dia .Pipes

DRAIN PIPE Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with 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., 32 mm nominal outer dia .Pipes

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - Boundary Wall

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. All kinds of soil

From 1.5 Mtr to 3.0 Mtr Depth

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.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge

Brick soling in foundation: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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) : 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)

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) : 3 graded stone aggregate 20 mm nominal size)

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

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

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

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 : Cement mortar 1:4 (1 cement : 4 coarse sand)

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

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)

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

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work - MS GATE

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - INTERNAL ROAD & PARKING (60 MM THICK)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Mechanical Means

Compacting original ground supporting subgradeLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1

Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. Private Land

Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material

Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material

WBM Grading 1 Using stone screening Type-A 13.2 mm for Gr.I Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.(B) By Mechanical Means

WBM Grading 2Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(B) By Mechanical Means

Sand Filling in Foundation Trenches as per Drawing & Technical Specification 50 mm

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Excluding Edge block/ Edge restraints

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Batching and Mixing Plant

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (Paint on Kerb Stone)

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - CONSTRUCTION OF RCC DRAIN

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

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)

Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of entering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete Extra cement up to 10% of the minimum pecified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M20 grade with minimum cementcontent of 270 kg /cum

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

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

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

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 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions,total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - GUARD ROOM & TOILET BLOCK

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. All kinds of soil: Upto 1.5 Mtr Depth

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. All kinds of soil: From 1.5 Mtr to 3.0 Mtr Depth

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.

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

Anti-Termite Treatment: 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.

Brick Soling: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.

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.

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) All works upto plinth level

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) : 3 graded stone aggregate 20 mm nominal size)

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)

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

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

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

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

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 Columns, Pillars, Piers, Abutments, Posts and Struts

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 : 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. Cement mortar 1:3 (1 cement :3 coarse sand)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

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

20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

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.

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification: Two or more coats on new work.

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (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., complete. Size of Tile 500x500 mm

Providing and laying Vitrified tiles in floor in different sizes (thickness tobe spec ified 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 fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete.

Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with Agaria White

Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.

Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab all colour and texture except black, Cherry/ Ruby red. Area of slab over 0.50 sqm

Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc.complete.

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 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

Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I). On one side only

Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension 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 of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 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. Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)

Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) 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), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded 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 sealant 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 and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.

Providing and fixing 25 mm thick shutters for cup board etc. Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading

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

Providing and 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 and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - SEWER SOAK PIT & SEPTIC TANK

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. All kinds of soil Upto 1.5 Mtr Depth

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. All kinds of soil From 1.5 Mtr to 3.0 Mtr Depth

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.

Disposal of surplus/ excavated materials by mechanical means within 1km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge

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

Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.

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) All works upto plinth level

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

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

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

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).

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

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage- For vertical surface two coats @ 0.70 kg per sqm . For vertical surface two coats @ 0.70 kg per sqm

Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel barconforming to IS: 1786, having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165 mm withminimum 112 mm space between protruded legs having 2 mm tread fixing, including fixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per designon 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 andchemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after.

Providing and fixing 600mm dia Cast Iron Precast Concrete Manhole cover over UGR including cost, conveyance, taxes of all materials, cost of all labour, labour cess, T&P, etc. complete as per the direction of Engineer-in-Charge.

Providing, fixing, jointing, testing and commissioning of HDPE (DWC) polymer corrugated from outside underground Drainage Pipe conforming to IS : 16098 with all fittings such as bends, tees, elbow. The wall thickness of pipe and technical characteristic conforms to IS : 16098 type Part II SN8 . The jointing to be completed with rubber ring joint. Including lowering in trenches, laid to correct levels up to required depth, testing of joints and connection with the respective manhole complete in all respects as per the direction of engineer in charge. HDPE (DWC PIPE) - 200 MM DIA

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse 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 ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with 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

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

ADMIN BUILDING (G+1) & OTHER ALLIED SERVICES - UGR 6000 L

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. All kinds of soil Upto 1.5 Mtr Depth

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. All kinds of soil From 1.5 Mtr to 3.0 Mtr Depth

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.

Disposal of surplus/ excavated materials by mechanical means within 1km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge

Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.

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) All works upto plinth level

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

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

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

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

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

Providing 6mm thick cement plaster in cement mortar (1:4) with neat cement punning including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, taxes, royalties, cost of all labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge.

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage- For vertical surface two coats @ 0.70 kg per sqm . For vertical surface two coats @ 0.70 kg per sqm

Providing and applying of swellable type water stop tape, 19mm x25mm thick in linear meter (expansive nature) for construction jointstreatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining wallsetc.. After cleaning the surface, one coat of required primer forswellable water stop tape shall be applied throughout the length ofthe joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall becarried out all complete as per specification and the direction of theEngineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.

Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel barconforming to IS: 1786, having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165 mm withminimum 112 mm space between protruded legs having 2 mm tread fixing, including fixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per designon 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 andchemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after.

Providing and fixing 600mm dia Cast Iron Precast Concrete Manhole cover over UGR including cost, conveyance, taxes of all materials, cost of all labour, labour cess, T&P, etc. complete as per the direction of Engineer-in-Charge.

Sri Babul Nath (BID ID -257438)

Probin Dihingia (BID ID -257407)