The project Integrated Tourism Circuit Sargalaya As Fulcrum Sand Banks in Kozhikode District.

Amount

Land Development Works

16.68 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

16.78.1 Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

16.79 Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge

16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)

2.8.1 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 up to 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

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

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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

50.6.7.1 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

od257157/2019_2020 Providing and laying sadarhalli Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building/ for landscaping works/ in counters and seatings and as wall cladding all complete as per the architectural drawings with 17 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.

13.46.1 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)

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

13.33.1 Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

od259242/2019_2020 Providing weep holes in Brick/Rubble masonry/Plain/Reinforced concrete abutment, wing wall/return wall with PVC pipe 75 mm outer dia 6kgf/cm2, extending through the full width of the structure with slope of 1V : 20H towards drawing face.Complete as per drawing and Technical Specifications

od257463/2019_2020 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level

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

od262578/2019_2020 Providing and fixing stainless steel (Grade 316) 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

15.18 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

50.2.26.1 Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

Landscaping works

30.2.2 Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment).

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

30.2.8 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-incharge (cost of sludge, dump manure and/ or good earth to be paid separately).

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

30.2.33 Providing and fixing Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and even, watering with sprinkler

30.2.14.2 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for seperately) :Holes 90 cm dia, and 90 cm deep.

30.2.20 Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).

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

od256555/2019_2020 Supply and planting of Lagerstroemia flosreginae plant of height 150-165 cm.in big poly bag<br>of size 25 cm as per direction of the officer-in-charge.

od256556/2019_2020 Supplying and planting of Duranta Golden plant, having ht.15 to 20 cm bushty shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge

od256557/2019_2020 Supply and planting of Plumeria alba plant of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.

PUMP ROOM

Earthwork

2.8.1 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 up to 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

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

Concrete work

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .

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

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

RCC work

od56386/2020_2021 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level

od56387/2020_2021 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. <br>All work above plinth level upto floor V level

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

5.22A.6 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

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

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

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

Masonry work

50.6.7.1 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

od58230/2020_2021 Providing and constructing Exposed laterite stone masonry of uniform texture and<br>size 40x20x15cm or nearest size in CM 1:6 (1 cement, 6 coarse sand) with neatly dressed laterite stones of<br>standard/approved size with evenly spaced grooves and approved quality (average compressive strength<br>not less than 35 kg/cm2) including scaffolding, raking out of joints,curing, cost and conveyance of all<br>materials, labour, lead, lift, etc.complete for all types of masonry works in super structure above the highest<br>plinth level upto floor five level as directed by Engineer-in-Charge.The exposed surface of the laterite to be<br>polished and finished in approved PU based clear coating(50 micron x 2 coats=100 microns) including<br>application of approved primer(DFT-40microns x 1 Coat=40 microns) as per manufacturer specification.<br>(Note:Sample done by skilled labour to be approved by the engineer in charge and workmanship to be<br>consistently followed in the entire work)<br>Derived from 50.6.7.2

Joinery work

21.1.1.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in charge. (Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)

21.1.2.2 For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness

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

50.9.2.1 Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge.using Anjili/ Jack wood

50.9.4.1 Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood

9.97.3 Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:200x10 mm

9.77 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete

50.9.15.1 Supplying and fixing 200 mm Aluminium aldrop

9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width form 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

od56612/2020_2021 Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S.<br>flats, square or round bars etc. including applying one coat of BR PU Hi Gloss paint(DFT 50 microns) or<br>equivalent as approved over one coat of Epilux 455 HB MIO coating intermediate(DFT 100 microns) or<br>equivalent as approved, over one coat of Epilux HS HB DTM (DFT 150 microns) or equivalent as approved<br>and surface roughness shall be made to SA 2.5 by abrasive Blast cleaning before applying primer etc.<br>including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-<br>Charge at all levels.<br>Fixed to openings/ wooden frames with rawl plugs screws etc

Finishing work

13.1.2 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).

13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

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

13.46.1 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)

Roofing work

od56587/2020_2021 Steel work in built up tubular sections YST 310 grade as per IS: 4923 including cutting, bending, hoisting, fixing in position, welded and bolted including special shaped washers etc. complete with electric resistance or induction butt welded tubesapplying one coat of BR PU Hi Gloss paint(DFT 50 microns) or equivalent as approved over one coat of Epilux 455 HB MIO coating intermediate(DFT 100 microns) or equivalent as approved, over one coat of Epilux HS HB DTM (DFT 150 microns) or equivalent as approved and surface roughness shall be made to SA 2.5 by abrasive Blast cleaning before applying primer etc., closing all the open ends properly with same material cost and conveyance of all materials, labour, etc., complete as directed by the Engineer-in-Charge at all levels.

od56591/2020_2021 Providing and fixing .8mm thick aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over truss roof , to arrest the water leakage be done with stainless steel dash fastners of 8 mm dia and 75 mm long bolt including providing aluminium - washers 2 mm thick 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per drawing and direction of Engineer -in-charge.<br>Anodised aluminium sheet .8 mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

10.19 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

12.48 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)

12.49 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).

od56613/2020_2021 Providing & laying on roof clay Ceiling Tile of approved thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately) as directed by the Engineer In Charge.

od56391/2020_2021 Finishing M.P. tiles with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) including cost and conveyance of all materials, labour charges , scaffolding, sundries etc complete as directed by the Engineer in charge at all levels.<br>New work (Two or more coats applied @ 3.28 ltr/10 sqm) <br>

Flooring work

11.4 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete

11.6.1 Cement plaster askirting upto 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement .18 mm thick

SAND BANKS BOAT JETTY

Earth Work

2.8.1 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 up to 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

2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

od13966/2020_2021 Soling with soling stone of size 150 to 75 mm brokenstone and blinding materials, including hand packing and wedging them tightly so that the whole is formed as a solid mass, spreading blinding material in 12mm thick layers and sweeping the same to fill the voids,watering profusely and consolidating with hand rammer/ plate vibrator etc complete as per the direction of Engineer-in - Charge.

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

od13967/2020_2021 Filling available excavated earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.

50.2.26.1 Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.

. Concrete Works

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

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

4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .

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

RCC Works

od13324/2020_2021 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum.<br>All work upto plinth level

od13325/2020_2021 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. <br>All work above plinth level upto floor V level

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

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

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

od13964/2020_2021 Extra for shuttering in circular work (20% of respective centering<br>and shuttering items):Columns, Pillars, Piers, Abutments, Posts and Struts

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

5.22A.6 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

3.4. Masonry Works

50.6.7.1 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

50.6.7.2 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

Joinery works

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

9.5.1.1 Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood35 mm thick shutters

9.7.1 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:Second class teak wood

9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

21.1.1.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)

21.1.2.2 For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness

od13347/2020_2021 Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC/ Aluminium sliding window with necessary screws etc. complete.

9.74.2 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:200x10 mm

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

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

Roofing and Steel work

od13368/2020_2021 Steel work in built up tubular sections YST 310 grade as per IS: 4923 including cutting, bending, hoisting, fixing in position, welded and bolted including special shaped washers etc. complete with electric resistance or induction butt welded tubesapplying one coat of BR PU Hi Gloss paint(DFT 50 microns) or equivalent as approved over one coat of Epilux 455 HB MIO coating intermediate(DFT 100 microns) or equivalent as approved, over one coat of Epilux HS HB DTM (DFT 150 microns) or equivalent as approved and surface roughness shall be made to SA 2.5 by abrasive Blast cleaning before applying primer etc., closing all the open ends properly with same material cost and conveyance of all materials, labour, etc., complete as directed by the Engineer-in-Charge at all levels.

od13369/2020_2021 Providing and fixing .8mm thick aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over truss roof , to arrest the water leakage be done with stainless steel dash fastners of 8 mm dia and 75 mm long bolt including providing aluminium - washers 2 mm thick 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per drawing and direction of Engineer -in-charge.<br>Anodised aluminium sheet .8 mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

od13586/2020_2021 Providing and fixing Asphalt roof ridges of 1000x 336mm of approved make ,exposure 143mm only over the existing Shera boards with approved adhesives as directed by th Engineer in Charge at all levels.

od13587/2020_2021 Providing and fixing Asphalt shingle roofing of 1067x 356mm ,exposure 152mm ,of approved make ,over the existing Shera boards with approved adhesives as directed by th Engineer in Charge at all levels.

od13588/2020_2021 Providing and laying 10mm Thick fibre cement board ( size-2440 X 1220 mm )of SHERA make or equivalent over existing roof truss using SS srews.The rate shall include cost and conveyance of all materials and labour for cutting and fixing the board at all levels as directed by the Engineer in Charge at all levels.

od13961/2020_2021 Providing and fixing stainless steel (Grade 316) 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

Flooring Work

od13370/2020_2021 Providing and laying of wood deck flooring of high density(air dry density 66 to 75 pounds per cubic foot) Ipe wood(Botanical name: Tabebuia spp.) planks of width 90mm, thickness 19mm and length in range of 2 feet to 6 feet having bending strength 22,560 psi and maximum crushing strength 10,350 psi. Prior to decking the planks shall be air dried to 12% moisture content to prevent undue expansion/ contraction of planks. The planks shall be locked in place with metal clips system(hidden fastners) on to 25x50mm aluminium channels, These aluminium channels must be fixed on a leveled deck floor, including cost and conveyance of all materials, labour, curing, lead lift , etc. complete as directed by Engineer-in-Charge at all levels.The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose.

Finishing Work

13.1.2 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).

13.16.1 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer.

13.46.1 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)

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

Floating boat jetty

od71815/2020_2021 Design supply installing and commissioning of floating boat jetty made of high grade HDPE modules of tentative size 0.5m x 0.5m x 0.26m.Load carrying capacity shall be minimum 350 kg/sqm. Modules/U shape floats shall be interlocked in position using their male-female interlocking shape such that they offer higher pressure resistance and strength in water. Each cube shall have an Anti&dash;Skid Top Surface as an Integral part of it. There shall be one more surface below the top surface with a gap in between top surface and surface below to enable expansion/contraction of Floating platform and same can also be used for passing of electric cables & water hoses as per requirement. At the edges SS human safety railing single pole of SS 316 grade shall be erected. For anchoring the floating boat jetty, 9- 12” Dia MS Pipe pile & Anchoring Equipments like Concrete blocks, Counter blocks, Shackles, Ropes Etc shall be utilised as per approved drawings and as directed by engineer in charge. Aluminium marine gangway of size 5m x1.2m shall be provided to enable passengers to reach boat jetty from landside platform. Prior approval shall be obtained before commencement of work. The cost shall be inclusive of all module locking arrangement/accessories like Long Pin, Long Nut, Distance disc, lead, lift of all materials involved, the movement arrangement(rollers) of gangway in accordance with the rise and fall in tidal height etc. complete as directed by the Engineer in charge.(Note: Plan area shall be measured for payment)

SAND BANKS-OUTDOOR GYM EQUIPMENTS

Outdoor Gym Equipments

od73330/2020_2021 Supply, installation and commissioning outdoor gym equipment at designated locations as directed by Engineer in Charge. The main and subsidiary frames shall be made of G.I. circular Pipes or G.I. square/rectangular hollow sections as per approved drawings and as mentioned in technical specification. All the thigh rest/seats/rotating disks etc. shall be made of FRP material. Foot rests shall be made of aluminium material attached to main frames by bolting/welding. Hinged/ clamp connections shall be made as per requirement and to satisfy functional requirement. All frames shall be powder coated with anticorrosive coating of minimum 90 micron DFT. All open ends shall be closed by G.I./HDPE caps for user safety against entrapment. All bearings used for rotating parts shall be of approved make and of superior quality. The contractor/vendor shall engage in mandatory Comprehensive Maintenance Contract for a period of 1 year at no extra cost. The foundation as per requirement of each equipment shall be provided as per approved drawings. The play zone requirement of each equipment shall be checked prior to installation of the same. The cost shall be inclusive of cost and conveyance of all materials, lead, lift, labour charges etc. complete at all levels as directed by Engineer-in-Charge.<br>"Twister Double" of play zone 2.9mx1.6m ideal for 13 years and above persons

od73331/2020_2021 Supply, installation and commissioning outdoor gym equipment at designated locations as directed by Engineer in Charge. The main and subsidiary frames shall be made of G.I. circular Pipes or G.I. square/rectangular hollow sections as per approved drawings and as mentioned in technical specification. All the thigh rest/seats/rotating disks etc. shall be made of FRP material. Foot rests shall be made of aluminium material attached to main frames by bolting/welding. Hinged/ clamp connections shall be made as per requirement and to satisfy functional requirement. All frames shall be powder coated with anticorrosive coating of minimum 90 micron DFT. All open ends shall be closed by G.I./HDPE caps for user safety against entrapment. All bearings used for rotating parts shall be of approved make and of superior quality. The contractor/vendor shall engage in mandatory Comprehensive Maintenance Contract for a period of 1 year at no extra cost. The foundation as per requirement of each equipment shall be provided as per approved drawings. The play zone requirement of each equipment shall be checked prior to installation of the same. The cost shall be inclusive of cost and conveyance of all materials, lead, lift, labour charges etc. complete at all levels as directed by Engineer-in-Charge.<br>"Back Extension" of play zone 2.2mx1.9m ideal for 13 years and above persons

od73332/2020_2021 Supply, installation and commissioning outdoor gym equipment at designated locations as directed by Engineer in Charge. The main and subsidiary frames shall be made of G.I. circular Pipes or G.I. square/rectangular hollow sections as per approved drawings and as mentioned in technical specification. All the thigh rest/seats/rotating disks etc. shall be made of FRP material. Foot rests shall be made of aluminium material attached to main frames by bolting/welding. Hinged/ clamp connections shall be made as per requirement and to satisfy functional requirement. All frames shall be powder coated with anticorrosive coating of minimum 90 micron DFT. All open ends shall be closed by G.I./HDPE caps for user safety against entrapment. All bearings used for rotating parts shall be of approved make and of superior quality. The contractor/vendor shall engage in mandatory Comprehensive Maintenance Contract for a period of 1 year at no extra cost. The foundation as per requirement of each equipment shall be provided as per approved drawings. The play zone requirement of each equipment shall be checked prior to installation of the same. The cost shall be inclusive of cost and conveyance of all materials, lead, lift, labour charges etc. complete at all levels as directed by Engineer-in-Charge.<br>Exercise cycle of play zone 2.7mx1.5m ideal for 13 years and above persons

od73333/2020_2021 Supply, installation and commissioning outdoor gym equipment at designated locations as directed by Engineer in Charge. The main and subsidiary frames shall be made of G.I. circular Pipes or G.I. square/rectangular hollow sections as per approved drawings and as mentioned in technical specification. All the thigh rest/seats/rotating disks etc. shall be made of FRP material. Foot rests shall be made of aluminium material attached to main frames by bolting/welding. Hinged/ clamp connections shall be made as per requirement and to satisfy functional requirement. All frames shall be powder coated with anticorrosive coating of minimum 90 micron DFT. All open ends shall be closed by G.I./HDPE caps for user safety against entrapment. All bearings used for rotating parts shall be of approved make and of superior quality. The contractor/vendor shall engage in mandatory Comprehensive Maintenance Contract for a period of 1 year at no extra cost. The foundation as per requirement of each equipment shall be provided as per approved drawings. The play zone requirement of each equipment shall be checked prior to installation of the same. The cost shall be inclusive of cost and conveyance of all materials, lead, lift, labour charges etc. complete at all levels as directed by Engineer-in-Charge.<br>Manual Tread Mill of play zone 2.4mx1.9m ideal for 13 years and above persons

od73334/2020_2021 Supply, installation and commissioning outdoor gym equipment at designated locations as directed by Engineer in Charge. The main and subsidiary frames shall be made of G.I. circular Pipes or G.I. square/rectangular hollow sections as per approved drawings and as mentioned in technical specification. All the thigh rest/seats/rotating disks etc. shall be made of FRP material. Foot rests shall be made of aluminium material attached to main frames by bolting/welding. Hinged/ clamp connections shall be made as per requirement and to satisfy functional requirement. All frames shall be powder coated with anticorrosive coating of minimum 90 micron DFT. All open ends shall be closed by G.I./HDPE caps for user safety against entrapment. All bearings used for rotating parts shall be of approved make and of superior quality. The contractor/vendor shall engage in mandatory Comprehensive Maintenance Contract for a period of 1 year at no extra cost. The foundation as per requirement of each equipment shall be provided as per approved drawings. The play zone requirement of each equipment shall be checked prior to installation of the same. The cost shall be inclusive of cost and conveyance of all materials, lead, lift, labour charges etc. complete at all levels as directed by Engineer-in-Charge.<br>Seated Twister double of play zone 2.9mx1.6m ideal for 13 years and above persons

od73335/2020_2021 Supply, installation and commissioning outdoor gym equipment at designated locations as directed by Engineer in Charge. The main and subsidiary frames shall be made of G.I. circular Pipes or G.I. square/rectangular hollow sections as per approved drawings and as mentioned in technical specification. All the thigh rest/seats/rotating disks etc. shall be made of FRP material. Foot rests shall be made of aluminium material attached to main frames by bolting/welding. Hinged/ clamp connections shall be made as per requirement and to satisfy functional requirement. All frames shall be powder coated with anticorrosive coating of minimum 90 micron DFT. All open ends shall be closed by G.I./HDPE caps for user safety against entrapment. All bearings used for rotating parts shall be of approved make and of superior quality. The contractor/vendor shall engage in mandatory Comprehensive Maintenance Contract for a period of 1 year at no extra cost. The foundation as per requirement of each equipment shall be provided as per approved drawings. The play zone requirement of each equipment shall be checked prior to installation of the same. The cost shall be inclusive of cost and conveyance of all materials, lead, lift, labour charges etc. complete at all levels as directed by Engineer-in-Charge.<br>Air Walker of play zone 2.3mx1.9m ideal for 13 years and above persons

od73336/2020_2021 Supply, installation and commissioning outdoor gym equipment at designated locations as directed by Engineer in Charge. The main and subsidiary frames shall be made of G.I. circular Pipes or G.I. square/rectangular hollow sections as per approved drawings and as mentioned in technical specification. All the thigh rest/seats/rotating disks etc. shall be made of FRP material. Foot rests shall be made of aluminium material attached to main frames by bolting/welding. Hinged/ clamp connections shall be made as per requirement and to satisfy functional requirement. All frames shall be powder coated with anticorrosive coating of minimum 90 micron DFT. All open ends shall be closed by G.I./HDPE caps for user safety against entrapment. All bearings used for rotating parts shall be of approved make and of superior quality. The contractor/vendor shall engage in mandatory Comprehensive Maintenance Contract for a period of 1 year at no extra cost. The foundation as per requirement of each equipment shall be provided as per approved drawings. The play zone requirement of each equipment shall be checked prior to installation of the same. The cost shall be inclusive of cost and conveyance of all materials, lead, lift, labour charges etc. complete at all levels as directed by Engineer-in-Charge.<br>Leg Press of play zone 2.1mx1.4m ideal for 13 years and above persons

od73337/2020_2021 Supply, installation and commissioning outdoor gym equipment at designated locations as directed by Engineer in Charge. The main and subsidiary frames shall be made of G.I. circular Pipes or G.I. square/rectangular hollow sections as per approved drawings and as mentioned in technical specification. All the thigh rest/seats/rotating disks etc. shall be made of FRP material. Foot rests shall be made of aluminium material attached to main frames by bolting/welding. Hinged/ clamp connections shall be made as per requirement and to satisfy functional requirement. All frames shall be powder coated with anticorrosive coating of minimum 90 micron DFT. All open ends shall be closed by G.I./HDPE caps for user safety against entrapment. All bearings used for rotating parts shall be of approved make and of superior quality. The contractor/vendor shall engage in mandatory Comprehensive Maintenance Contract for a period of 1 year at no extra cost. The foundation as per requirement of each equipment shall be provided as per approved drawings. The play zone requirement of each equipment shall be checked prior to installation of the same. The cost shall be inclusive of cost and conveyance of all materials, lead, lift, labour charges etc. complete at all levels as directed by Engineer-in-Charge.<br>Hip swing of play zone 2.6mx3.1m ideal for 13 years and above persons

PLUMBING AND SANITARY

WATER SUPPLY AND SANITARY

Supplying, laying, and jointing schedule 40 UPVC ASTM pipe and Schedule 80 ASTM-UPVC specials of approved make such as tees elbows, unions,bends,sockets bends,flanges, reducers, end caps,saddles, plugs,coupling, etc. including cost of all jointing materials like solvent cement, bolts, nuts, rubber washers,ferrule,pipe supports, cost of extra wastage of fittings during laying of pipe line such as rectification and recharging of the existing line as and when required etc.hire of tools and plant, cost and conveyance of water for testing after connecting to mains including all testing pipe line to the specified hydrostatic test pressure,rectifying any leakage or defects etc. complete.as directed by Engineer-in-Charge for water supply for external works

Supplying, laying, and jointing schedule 40 UPVC ASTM pipe and Schedule 80 ASTM-UPVC specials of approved make such as tees elbows, unions,bends,sockets bends,flanges, reducers, end caps,saddles, plugs,coupling, etc. including cost of all jointing materials like solvent cement, bolts, nuts, rubber washers,ferrule,pipe supports, cost of extra wastage of fittings during laying of pipe line such as rectification and recharging of the existing line as and when required etc.hire of tools and plant, cost and conveyance of water for testing after connecting to mains including all testing pipe line to the specified hydrostatic test pressure,rectifying any leakage or defects etc. complete.as directed by Engineer-in-Charge for water supply for exposed works

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

80mm nominal bore

65mm nominal bore

50mm nominal bore

40mm nominal bore

32 mm nominal bore

25 mm nominal bore

Providing and fixing gun metal non-return valve of approved quality (screwed end)

50mm dia

40mm dia

32mm dia

25mm dia

Supplying and fixing CI foot valve with all accessories including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer -in - charge at all levels.

50mm dia

40mm dia

32mm dia

Supplying and fixing of centrifugal pump, with CI construction, CI impeller complete with motor, base plate, foundation bolts, nuts,pressure guage and all accessories. and working with 415V, 3ph and 50 Hz frequency including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer in charge at all levelsCapacity :16 m3/hr. Head : 30m

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)

65mm dia

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

150mm dia

Providing and fixing C.I.basket type strainer for bulk type water meter with nuts, bolts, rubber insertions etc.complete conforming to IS: 2373:

65mm dia

Supplying,installing, testing and commisioning of vertical RF capacitance type Flexicap level meter with3000mm dual flexible rope (including rope and counter weight), with 1 1/2" NDTM process connection, having 4 set points, 1 x SPDT relay for each set point rated 5A @ 250V AC/280V DC, 3 digit 10.7 mm high character single row alphanumeric LCD with yellow green back light display, with 1/2" NPTF single cable entry in probe unit, including laying of cable in already excavated trenches etc complete as directed by Engineer in charge for water supply level control in over head tanks.

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

25mm dia

Supplying and fixing pressure reducing valve with all accessories including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer in charge at all levels

65mm dia

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, andthen returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50 m Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

ELECTRICAL WORKS

SWITCH BOARD & ACCESSORIES

KSEB METER BOARD

Supply, installation, testing and commissioning of outdoor (IP 65) pedestal mounted type weatherproof, double door type KSEB metering panel, including supply and accomodating 3ph KSEB energy meter / TOD meter and consisting of 3 nos. of 63A cutout with HRC fuse, neutral link, 63A FP MCB+RCCB in separate chamber, inter connections etc. as required, and necessary supports to be fabricated out of 14 SWG CRCA sheet with locable door with sealing facility having glass window for energymeter, sealing facility for KSEB, top canopy and necessary overhang, undergone seven tank process, powder coated finish and all mounting accessories as required complete with civil foundation.The panel shall be with all accessories as per drawing & specification.

Outdoor Lighting Panel (ODP)

Supply, Installation, Testing and Commissioning of Outdoor Lighting Panel (ODP) cubicle type, totally enclosed, IP65, pedestal mounted, free standing with top canopy, dust and vermin proof, water proof suitable for operation on 3 phase, 415 V, 50Hz AC supply with provision for fixing incoming & outgoing switches fabricated using 2mm thick CRCA sheet, powder coated, including internal wiring with suitable size wires/cable, interconnection, duly powder coated painting etc., The panel shall be fabricated from a firm having CPRI certification with test certificates for similar panel (required for short circuit rating, temperature rise and IP classification) including following switchgears accessories for the LT Panel. All necessary mounting accessories as required complete with civil foundation.The panel shall be with all accessories as per drawing & specification. INCOMER 63 A, FP, 25kA, MCCB with adjustable thermal magnetic release with OL & SC protection - 1 No BUSBARS 63 Amp TPN busbars of high conductivity electrolytic quality aluminium alloy-1 Set INSTRUMENTS Surge protection device -Type1+2 (0-63)A ammeter Acc. class 1 with 90 deg defl. scale - 3Nos 4A, C curve SP MCB - 3 Nos. RYB indication lamp, LED type - 1 Set OUTGOINGS 25 A, FP RCCB (100mA)-6 Nos 25 A C Curve FP MCB-6 Nos 24 hrs Digital time switch with inbuilt battery - 6 No 63A, AC-1 contactor - 6 No 40A FP MCB-2 Nos

CABLES AND CABLING

Supply of following size 1.1 KV grade XLPE insulated, PVC sheathed, armoured Aluminium/copper conductor cable conforming to IS 7098 (Part 1) amended upto date.

4C 35 Sq.mm Al

4C 2.5 Sq.mm Cu

2C 6 Sq.mm Cu

4C 16 Sq.mm Al

3C 4 Sq.mm Cu

Supply of following size 1.1 KV grade XLPE insulated, PVC sheathed, flexible copper conductor cable conforming to IS 7098 (Part 1) amended upto date.

3C 2.5 Sq.mm Cu

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

4C 35 Sq.mm Al

4C 2.5 Sq.mm Cu

2C 6 Sq.mm Cu

4C 16 Sq.mm Al

3C 4 Sq.mm Cu

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

3C 2.5 Sq.mm Cu

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

Upto 35 sq. mm

Laying of one number additional PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.

Upto 35 sq. mm

Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size on wall surface as required.

Upto 35 sq. mm

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

Upto 35 sq. mm

Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size on cable tray as required.

Upto 35 sq. mm

Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.

Providing, laying and fixing following dia RCC pipe NP 2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required.

100 mm dia

Supply, fabricating and installing MS items such as Tees/angles/channels etc.on floor/ceiling/wall including necessary civil work such as grouting, finishing etc. and painting with two coats of zinc chromate primer and two coats of enamel paint of approved make.

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.

150 mm width X 50 mm depth X 1.6 mm thickness

STREET LIGHT FIXTURES & POLES

Supply, installation, testing and commissioning of decorative double arm Hot dipped GI pole(height range 4 -5 m) painted with PU coat with built- in control box prewired, with pole suitable for mounting LED luminairie with lamp on each arm, concealed wiring with 3C x 2.5 sq.mm copper wire from the control box to light fixture, provision for mounting RCBO/MCB in the control box as required and all other accessories complete on civil foundation. Along with LED Lamp with die cast Aluminium alloy housing and polycarbonate diffuser, inbuilt driver, system wattage maximum of 30(+/-5) watts, System efficacy greater than or equal to 100 lumen per watt , and lumen output greater than or equal to 3000 lumen, power factor >0.9, IP 65 compliant including all necessary accessories as required complete. Note: Incoming and outgoing cable at termination box shall be terminated with glands properly. (Pole Make: KLITE poles KP 4534 or equivalent approved make. Luminairie Make: KLITE TANCY FLOWER or equivalent approved make)

Supply, installation, testing and commissioning of LED decorative light fixture luminaire of IP66 protected, pressure die cast aluminium housing body with optimal heat sink, with system wattage 30 (+/-5)W with greater than 110 lumen/watt rated life of L70 @ 50,000 hours, CRI greater than or equal to 70 & with system lumens greater than or equal to 3000 .Weight of luminaire shall not be more than 10 Kg per fitting.The luminaire should meet all the technical specifications as mentioned. (Luminairie Make: KLITE TANCY FLOWER or equivalent approved make)

Supply, Installation and Testing of Bollard light (CCT 3000K) in range of 0.4m-5m height, Luminaire made of aluminium. Protection class IP 65. Suitable for operation on 240V, 50Hz single phase ac supply with system Wattage 16+/-3W and Warm White fixture Make : KLITE VIRGIO 7047 equivalent approved make

WIRING AND ACCESSORIES

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).

Supply and fixing outdoor type thermo plastic distribution box with IP 65 weather proof for (fixing 5/6 A switch socket) with cable terminals(4- 10 sq.mm) for cable terminations and all the necessary accessories as required complete with suitable mounting arrangement. (Cat No Hensel-KV PC 8109 or equivalent approved make)

Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.

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

4 way (8 + 12), Double door

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

12 way, Double door

Supply and fixing of following rating residual current circuit breaker with MCB having earth leakage and overload protection (RCCB+MCB) as per specification as required

4 pole 40 amps. (415 Volts),100mA sensitivity.

2 pole 25 amps. (240 Volts), 30mA sensitivity.

Supply and fixing of following rating, 10 KA, Miniature Circuit Breakers as required.

6A to 32A, SP, B/C-CURVE

6A to 32A TP MCB, C-CURVE

Supply and fixing outdoor type START/STOP (2way) push button station (IP65) including all the necessary accessories as required complete with suitable mounting arrangement. (Cat No Hensel-PBS 0201 or equivalent approved make)

Supply installation, testing and commissioning of out door (IP 54) DOL starter upto 5 HP, 3ph motor including auxiliary contactors, SPP relay, illuminated pushbuttons, provision for remote operation all the necessary accessories as required complete. The starter enclosure shall be made of powder coated 1.6 mm CRCA sheet.

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

Supply of indoor industrial surface mounted LED tube with Batten along with driver, surge protector, with a maximum system wattage of 40 Watts ,lumen output of luminaire greater than 4000 lumen, power factor > 0.9, rated life of L70 @ 50,000 hours, system efficacy greater than 100 lumen/watt and including all necessary accessories as required complete. Make:- Cat No: WIPRO OPTIMA ll24

Supply of 10w LED Bulkhead fitting with die cast aluminium housing, PC diffuser and IP66 Protection suitable for operation on 230V 50Hz AC, wall / ceiling including giving connections with required length of 16/0.20 mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire and making good the surface as required. (Make: Philips edura or equivalent approved make)

Supply and installation of 400 mm size wall fan having speed control, oscillation control at bottom and suitable for operation on single phase 230 volt, 50Hz AC supply complete with continuous duty motor and all accessories as required complete. (Make: Orient Snow Fall or equivalant approved make)

Circuit wiring - 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 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

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

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

Supply & fixing Computer points with 3 nos 3 pin 5/6A socket with 2no. 5/6A switch with modular front plate and cover on surface/recess, including proving and fixing suitable size GI boxs, its interconnections etc as required complete. (Note: 2 nos 5/6A socket fixed at 60cm above FFL and 2 nos 6A switch with 1no 5/6A socket at 1m above FFL)

EARTHING

Earthing with C.I. earth pipe 3 metre long, 100 mm dia including accessories, and providing masonry enclosure with heavy duty CI cover plate of 300X300mm having locking arrangement and watering pipe etc. with 64kg charcoal/ coke and 5kg salt as required. (As per IS 3043 ammended upto date)

Providing and fixing GI/Cu strip/wire on surface with round ring lug or with suitable ms item for connections etc. as required.

25mm X 6mm GI

4mm GI (8 SWG)

10SWG Cu

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

25mm X 6mm GI

4mm GI (8 SWG)

10SWG Cu

AJESH

Meena Mamu