Development of KINFRA Industrial Park, Kuttipuram - Balance infrastructure works

Amount

CIVIL & PLUMBING WORKS Earthwork

2.9.1 Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock

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

2.7.1 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

2.6.1 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.26.2 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock

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.

od119608/2023_2024 Conveying and depositing surplus earth /Ordinary rock upto 1Km lead and part thereof including loading and unloading as directed by Engineer- in-Charge

Plain Cement 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)

Reinforced Cement Concrete works

od119603/2023_2024 Providing and laying in position machine batched and machine mixed design mix M-30 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,<br>retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. (Note :- Minimum Cement content is 340 kg/cum and no payment shall be made for extra cement if required, however contractor shall be bound to use required cement quantity as per the approved mix design).All work upto plinth level

od119605/2023_2024 Providing and laying in position machine batched and machine mixed design mix M-30 grade cement<br>concrete for reinforced cement concrete work, using cement content as per approved design mix,<br>including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing<br>and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate,<br>retard setting of concrete, improve workability without impairing strength and durability as per direction of<br>Engineer - in-charge. (Note:- Min cement content is 340kg/cum and no payment shall be made for extra<br>cement).All work above plinth level upto floor V level

5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

5.1.2 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 :3 graded stone aggregate 20 mm nominal size

5.38 Extra for R.C.C. /B.M.C/R.M.C. work above floor V level for each four floors or part thereof.

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

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

od119611/2023_2024 Centering and shuttering including strutting, propping etc. and removal of form for all heights: Extra for shuttering in circular work for walls (20% of respective centering and shuttering items)

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

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

od119612/2023_2024 Centering and shuttering including strutting, propping etc. and removal of form for all heights: Extra for shuttering in circular work for beams (20% of respective centering and shuttering items

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

od119613/2023_2024 Extra for shuttering of circular column

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

5.9.9 Centering and shuttering including strutting, etc. and removal of form for:Arches, domes, vaults up to 6m span

5.9.10 Centering and shuttering including strutting, etc. and removal of form for:Extra for arches, domes, vaults exceeding 6 m span

od119615/2023_2024 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, upto a height of 19 m, from ground level. (Plan area will be measured after casting water tank bottom slab).

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

Expansion joint works

od119598/2023_2024 Providing and fixing in position 25mm to 30 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints between Beams, Slabs and Columns at all level

Masonry Work

50.6.1.4 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

50.6.1.5 Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

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

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)

od119604/2023_2024 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.<br>Upto 5 mm depth and 5 mm width

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

21.11.2 Providing and fixing stainless steel (SS 304 grade) adjustable friction window stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer - in- Charge complete.255 x 19 mm

21.15.2 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary necessary screws etc. complete.Powder coated minimum thickness 50 micron aluminium

od119614/2023_2024 Providing and fixing 1 mm thick M.S. sheet door with shutter frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings with outer frame of size 50x50x6 mm complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces

Steel works and roofing works

9.48.2 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

10.25.2 Item Shifted to head 14 as item 14.74Steel 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

10.26.1 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 approves steel primer.M.S. tube

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

12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

12.7.1 Providing and fixing 15cm wide, 45 cm overall semi circular plain G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m2

12.41.2 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter

12.51.1 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)

Flooring and waterproofing works

11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

22.23.2 Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing 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 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.

22.23.1 Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing 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 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm

Finishing works

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

5.23 Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 finesand).

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.7.2 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)

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

13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.

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)

13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

External works

od119597/2023_2024 Demolishing blockwork manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.<br>In cement mortar

15.3 Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

15.60 Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

22.26 Providing and applying of swellable type water stop tape, 19mm x 25mm thick inlinear meter (expansive nature) for construction joints treatment of RCC structuresuch as raft slab, retaining walls, water storage tank and at the junctions of raftslab with the retaining walls etc.. After cleaning the surface, one coat of requiredprimer for swellable water stop tape shall be applied throughout the length of thejoint @3.78 litre per 240 running meter. Over the primed surface swellable typewater stop tape shall be placed. The work shall be carried out all complete as perspecification and the direction of the engineer-in-charge. The product performanceshall carry guarantee for 10 years against any leakage.

100.36.1 Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete. "(Ref. No. 000, Technical Circular)"

19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)Complete as per design

Renovation and repair to existing open well

od119602/2023_2024 Labour for Cleaning the existing open well thoroughly including removal of weeds and other growths all complete as per the direction of site in charge.

50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hirecharges of pumpset etc complete

Construction of Rain water collection pond

od119601/2023_2024 Construction of Rain water collection pond having Capacity of 7.26 lakh Litres aproximately .The Scope of work shall include Designing the pond according to the site, Digging the trench, Developing necessary bund,Forming the trench,Concreting the top level of the pond at a width of 1.25 feet ,providing One layer of brick work above the concrete and Laying one layer of HDPE lining 170 GSM, one layer of 765 GSM Nylon with PVC sheet, one layer of mono film above Nylon lining (65%) and laying packed cement bricks on the side of the bottom of the pond at a distance of 4 feet.Rates shall include Fixing sheets on the top side of the pond and Fixing overflow system etc complete as per the direction of engineer in charge.

Borewell installation

23.1.1.3 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 level.Alltypes of soil400 mm dia

od119600/2023_2024 Boring/drilling bore well of required dia for casing/ strainer pipe, by<br>suitable method prescribed in IS: 2800 (part I), including collecting<br>samples from different strata, preparing and submitting strata chart/<br>bore log, including hire & running charges of all equipments, tools,<br>plants & machineries required for the job, all complete as per direction<br>of Engineer-in-charge, upto 90 metre depth below ground level. Rocky strata including Boulders 200mm dia

od119606/2023_2024 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, 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 depth below ground level.Rocky strata including Boulders.200mm dia

od119607/2023_2024 Supplying, assembling, lowering and fixing in vertical position in bore<br>well, unplasticized PVC medium well casing (CM) pipe of required<br>dia, conforming to IS: 12818, including required hire and labour<br>charges, fittings & accessories etc. all complete, for all depths, as<br>per direction of Engineer -in-charge.300 mm nominal size dia

od119609/2023_2024 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement,all complete for borewell of:300 mm dia

od119610/2023_2024 Prviding and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.300 mm CLAMP

Road restoration works for Pipe laying

od119599/2023_2024 Restoration of Road Surface after laying of pipeline including earth filling 85cm thickness, GSB 30 cm thickness, WMM 30 cm thick, PCC 1:3:6 15cm thick & PCC M 20 Grade 10cm thick etc complete as per the direction of Engineer in charge. Note: Payment for Laying of pipeline shall be separate.

Road cutting works for pipe laying

16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m

Water Supply

18.41.1A Providing and filling sand of grading zone V or coarser grade, all - round the G.I. pipes in external workSub analysis item for sand filling component

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)

2.10.1.1 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. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:All kinds of soil pipes cables etc not exceeding 80mm dia

2.10.1.2 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. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

100.98.151 Supply of PE Pipe, PE100, PN10, 50mm dia, conforming to IS 4984/2016.

100.98.153 Supply of PE Pipe, PE100, PN10, 75mm dia, conforming to IS 4984/2016.

100.98.155 Supply of PE Pipe, PE100, PN10, 110mm dia, conforming to IS 4984/2016.

od119720/2023_2024 Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings.<br>50 mm OD HDPE pipe

od119721/2023_2024 Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydraulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings.<br>75 mm OD HDPE pipe

100.10.2 Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings. 110 mm OD HDPE pipe NEW DATA

od119722/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings butt fusion welding, including all labour charge, hire for appliances etc. complete.110 mm OD HDPE Tail piece and Slipon Flange

od119723/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>110 mm OD HDPE Couplin

od119724/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>110 mm OD HDPE Tee

od119725/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>110x50 mm OD HDPE Reducer

od119726/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>110x75 mm OD HDPE Reducer

od119727/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>110 mm OD HDPE Elbow

od119728/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings butt fusion welding, including all labour charge, hire for appliances etc. complete.<br>75 mm OD HDPE Tail piece and Slipon Flange

od119729/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>75 mm OD HDPE Coupling

od119730/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>75 mm OD HDPE Tee

od119731/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>75x50 mm OD HDPE Reducerr

od119732/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>75 mm OD HDPE Elbow

od119733/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings butt fusion welding, including all labour charge, hire for appliances etc. complete.<br>50 mm OD HDPE Tail piece and Slipon Flange

od119734/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>50 mm OD HDPE Coupling

od119735/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>50 mm OD HDPE Tee

od119736/2023_2024 Supply, Installation, Testing and Commissioning of HDPE fittings using electro-fusion welding using automatic or semi automatic electrofusion machines, including all labour charge, hire for appliances etc. complete.<br>50 mm OD HDPE Elbow

od119737/2023_2024 Supply, Installation, Testing and Commissioning of the Super Heavy duty uPVC Column Pipes (should be suitable for withstand minimum 400mtr depth pumping) for Submersible Pumps including rate for proper supporting material.<br>50mm Dia

od119738/2023_2024 Providing and fixing super heavy duty uPVC Column Pipes (should be suitable for withstand minimum 400mtr depth pumping), and with Fittings, This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.<br>External work (Including excavation)<br>50 mm nominal outer dia Pipes

od119739/2023_2024 Providing and fixing uPVC Pipes, Sch. 80 (ASTM D 1785) and with Sch. 80 (ASTM D 2467) Fittings, fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step uPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.<br>Internal work - Exposed on wall<br>100 mm nominal outer dia. Pipe

od119740/2023_2024 Providing and fixing uPVC Pipes, Sch. 80 (ASTM D 1785) and with Sch. 80 (ASTM D 2467) Fittings, fixing the pipe with Universal clamps/U bolt at 1.00 m spacing, Anchor fastners (8mm), Threaded Rod(8mm), nuts, washers etc complete. This includes jointing of pipes & fittings with one step uPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.<br>Exposed on wall<br>50 mm nominal outer dia. Pipes.

od119741/2023_2024 "Providing and fixing uPVC Pipes, Sch. 80 (ASTM D 1785) and with Sch. 80 (ASTM D 2467) Fittings, This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (Including excavation)<br>50 mm nominal outer dia Pipes"<br>

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

18.31.3.2 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):150 mm diameterClass II

od119717/2023_2024 Supply C I Single acting Air Valve of approved quality with bolts,nuts,rubber in sertions etc.50 mm Double acting Air Valve<br>

100.32.3 Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 50 mm Double acting Air Valve Data derived from item no 18.59.1 of DAR

18.19.4.2 Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreVertical

18.32.1 Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with 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

18.33.1 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 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

18.34.1 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

od119742/2023_2024 Supplying, Installing & Testing at site in position Fabricated 150mm (6")uPVC Astm Sch 80 Puddle flange in the overhead water tanks as per the drawings and the requirement of the Project Manager. -M 150mm(6") uPVC Astm Sch 80 Puddle flange

od119743/2023_2024 Supplying, Installing & Testing at site in position Fabricated 100mm (4")uPVC Astm Sch 80 Puddle flange in the overhead water tanks as per the drawings and the requirement of the Project Manager. - 100mm(4") uPVC Astm Sch 80 Puddle flange<br>

od119744/2023_2024 Supplying, Installing & Testing at site in position Fabricated 65mm (2½") uPVC Astm Sch 80 Puddle flange in the overhead water tanks as per the drawings and the requirement of the Project Manager. - 65mm (2½") uPVC Astm Sch 80 Puddle flange<br>

od119745/2023_2024 600 X 600 mm (24" X 24") inside using self pigmented type double seal (Air & Water tight) FRP manhole cover with frame Heavy Duty (25 MT) with closed bottom (not thru & thru) lifting key holes & load tested as per IS:1726 & BS EN:124.<br>

od119746/2023_2024 600 X 600 mm (24" X 24") inside using self pigmented type double seal (Air & Water tight) FRP manhole cover with frame Light Duty (2.5 MT) with closed bottom (not thru & thru) lifting key holes & load tested as per IS:1726 & BS EN:124.<br>

od119747/2023_2024 Supply, Installation, Testing and Commissioning Borewell Submersible pump set, having Pump body S.S AISI 304, Motor Body Heavy Duty - Cast Iron, Water Cooled, Pump should be capable to deliver 165LPM @ 353mtr head, Head range 107 to 427 mtrs, ''Y'' class Insulation, IP 68 Protection, with Wall mounting Microprocessor based common control Panel, Star Delta having features, Dry run, Overload, Phase Reversal Protections etc. with joint free cable(Cable measured separately), Digital display, Three Phase..etc, complete

od119748/2023_2024 Supply, Installation, Testing and Commissioning 2 nos, Openwell Submersible pump set, having Casing Cast Iron FG 260, Impeller Bronze and Shaft S.S AISI 410 Each pumps should be capable to deliver 1600LPM @ 26mtr head, Head range 14 to 38 mtrs, ''Y'' class Insulation, IP 68 Protection, with Wall mounting Microprocessor based common control Panel to operate the pumpset as ( 1Working + 1Standby ) Star Delta, Three Phase having features of automatic pump change over in every Start/Stop, Dry run, Overload, Phase Reversal Protections etc. level controller for Auto Start/ Stop Function with sufficient length cable from control panel to pump and for level control system, Digital display, Pressure gauges, Non-retrun valves, Isolation valves, Float Switches, Auto/Manuel Operation. <br>

od119749/2023_2024 Supply, Installation, Testing and Commissioning of Open well Submersible pump having Cast Iron Impeller and casing and Shaft S.S pump should be capable to deliver 475LPM @ 32mtr head, Head range 26 to 48 mtrs with control Panel Star Delta, Three Phase having features of Dry run, Overload, Phase Reversal Protections etc. Digital display, Pressure gauges, non-return valves, Isolation valves with joint free cable(cable measured separately).

50.18.9.8.1 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2

18.73.1 Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :100 mm dia Ductile Iron Double Flanged

18.73.2 Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :150 mm dia Ductile Iron Double Flanged

18.30.2 Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm diameter pipe

18.30.4 Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe

18.69.1 Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia

VENT PIPE 50.18.9.19.1 Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall

VALVES AND CABLES(E&M) 16.7.1.6 Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O-Ring PN 16 pressure rating for chilled water/hot eater circulation as specifiedButterfly valve (Manual) 65 mm

16.7.1.7 Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O-Ring PN 16 pressure rating for chilled water/hot eater circulation as specifiedBUTTERFLY VALVE (MANUAL) 50mm

16.7.1.8 Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O-Ring PN 16 pressure rating for chilled water/hot eater circulation as specifiedButterfly valve (Manual) 40 mm

90.6.6.6 Supply and drawing FRLS PVC insulated & sheathed 650/1100 V grade 3 core copper conductor flat cable for submersible pump motor conforming to IS 694 part I 1990 as required including giving necessary connections of the following sizes.16 sq mm

1.14.8 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required4 X 4 sq. mm + 2 X 4 sq. mm earth wire

CLAMP FOR PIPING WORKS 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

od119714/2023_2024 Supply, Installation of the Stainless Steel (SS 316 grade) chain/rope for the borewell submersible pump. Chain (nominal) Diameter <br>(7mm Ø) Working load limit 1250kg<br>

RAIN WATER FILTER UNIT(OPTIONAL) od119713/2023_2024 Supply, installation, testing and commissioning of Water Treatment Plant of capacity 20,000 L/hr comprising Sand Filter, Carbon Filter, & Electronic doser, Feed pump with interconnecting pipes, valves,cabling from motor to Starter panel etc., complete in all respects.<br>Electronic dosing pumps :WorkingPressure-4 bar Nos 3, Material of construction-PP, Chemical-Hypo, Coagulant & Flocculant, Make-Akash / E-dose. Open well submersible: Pumps for transferring the clarified water to sand & carbon filter. <br>MoC-CI Nos 2, Packing-Mechanical, Capacity-20 m3/ Hr, Head-35 M, Power-5.0 HP, Make:WILO/LUBI/GRUNDFOS<br>Sand Filter :Working Pressure-2.5 Bar Nos 1, Distribution-Top & Bottom, Material of construction-FRP Composite, Flow Rate-20 m3/ Hr, Media Type-Silex Sand, Diameter-1500 mm, Height-2000 mm, Flow control valve-Multiport Valve., Valve Battery-65NB. <br>Activated Carbon Filter:Working Pressure-2.5 Bar Nos 1, Distribution-Top & Bottom, Material of construction-FRP Composite. <br>Flow rate-20 m3/ Hr, Media Type-Activated Carbon, Iodine Value of Carbon-1100, Diameter-1500 mm, Height-2000 mm, Flow control valve-Multiport Valve., Valve Battery-65NB<br>Electrical control panel, suitable for both automatic & manual operation mounted nearby Treatment plant, PLC Delta, Switchgear L&T, MCB L&T, OLR L&T, Single Phase Preventer L&T, H/L Protection, Volt meter, Push Button, Indication Lamp<br>Electrical Cables and plumbing interconnection considering a plant room<br>Airline Header MS, Airline after header, Water lines, Valves-uPVC (SCH- 40), Overflow Conduits-PVC.<br>Cable Tray, Slotted Chanel & Rod-GI. Feed pumps from reservoir to flocculation tank shall be measured separately. Item rate is excluding all the civil works.

od119715/2023_2024 FILTER FEED PUMP SET.<br>Supply, Testing and Commission Filter Feed Pump Set, Submersible Type for Pumping Raw Water to Water Treatment Plant, 2 Pump System with One Working + 1 One Cyclically Stand by Pumps, each Pump of Capacity: 20M³/Hr. @ 45Mtr. Head, having SS Impeller, Shafts, Casing, with 3Ph, complete with Microprocessor Based Control Panel, for Auto and Cyclic Operation, with all Protection (Digital display, Low &high voltage protection, dry run, phase reversal, pump over load, etc.), Level Sensors / Float Switches in Treated Water & Raw Water Tanks and Control Cabling / Wiring between Level Sensors / Float Switches and Control Panel, Delivery Manifold, Isolating Valves, Non Return valves, Pressure Gauge, Fittings, Stainless Steel (Grade:304) Lifting Chains,Accessories etc. all as per Technical Specifications.<br>The Control Panel shall be capable operating the pumps (starts and stops) by sensing the level difference in water in the Treated Water Tank. Also;capable of ‘not starting or stopping the running pumps', when the water in the underground Raw WaterTank goes below the pre-set minimum level. <br>The Pumps to be installed in the Underground Raw Water Tank and Common Control Panel in the Pump Room, in Basement Floor, approx. 100 Mtr. away from Raw Water Tank. The Underground Power Cabling between Pumps and Control Panel and Control Cabling between Control Panel & Level Sensor / Float Switch, in the Underground Raw Water Tank, shall be measured as a part of Electrical Work. The Quoted Price for the Pump Set shall be inclusive of all above requirement, necessary Level Sensors / Float Switches, Power Cabling, Control Cabling etc, except what measured as a part of Electrical Work, as detailed above.

od119716/2023_2024 Providing and fixing uPVC Pipes, Sch. 80 (ASTM D 1785) and with Sch. 80 (ASTM D 2466) Fittings, This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.<br>External work (Including excavation)<br>65 mm nominal outer dia Pipes

KAZHUTHALLOOR PUMPING od119717/2023_2024 Supply C I Single acting Air Valve of approved quality with bolts,nuts,rubber in sertions etc.50 mm Double acting Air Valve<br>

100.32.3 Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 50 mm Double acting Air Valve Data derived from item no.18.59.1 of DAR

2.10.1.2 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. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

od119718/2023_2024 Supply, Installation, Testing and Commissioning of Submersible pump having SS Body, Impeller & Shaft, pump should be capable to deliver 440LPM @ 140mtr head, Head range 64 to 160 mtrs with control Panel Star Delta, Three Phase having features of Dry run, Overload, Phase Reversal Protections etc. Digital display, Pressure gauges, non-return valves, Isolation valves.<br>

od119714/2023_2024 Supply, Installation of the Stainless Steel (SS 316 grade) chain/rope for the borewell submersible pump. Chain (nominal) Diameter <br>(7mm Ø) Working load limit 1250kg<br>

od119719/2023_2024 Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required.<br>Excluding excavation<br>100 mm dia<br>

E&M 90.6.6.6 Supply and drawing FRLS PVC insulated & sheathed 650/1100 V grade 3 core copper conductor flat cable for submersible pump motor conforming to IS 694 part I 1990 as required including giving necessary connections of the following sizes.16 sq mm

ELECTRICAL WORKS STREET LIGHT/HIGH MAST FITTINGS

od119802/2023_2024 Supply ,Installation, testing and commissioning of 120W Street light made of die cast aluminium, with Toughened glass along with secondary Lenses and potted driver, maximum system wattage of 120 Watts, System Efficiency > 110 lum/watt ,IP 66 or above, IK08 or above, power factor > 0.9,rated life of L70 @ 50,000 hours, CCT 5500+/-300K with a CRI=> 70,THD<10%, pf > 0.9, minimum 4KV internal and 10KV external Drive Surge Protection, with a narrow/medium/wide beam angle as per design and including all necessary accessories as required for the light fixture.

12.34 Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required.

od119806/2023_2024 Supply Installation testing and commissioning of 16M Highmast in 2 section , 3mm section thickness , top dia 150mm , bottom dia 340mm suitable for mounting 8 Nos light fixtures 350w in symmetrical arrangement fitted along with control gear and having two point suspension system with stainless steel wire rope ( 316 grade , 6mm , 2 nos for winch and 3 nos for lantern carriage ) and double drum with luminaire mounting arm , pulley assembly , aviation lights, including control panel with timer, breakers and lighting arresters. Himast shall be suitable for wind velocity as per IS 875 part 3. RCC and Feeder panel specification should be as per Manufacturer specification. Luminaire and High mast should be of same make for easy installation at site. Approval from Engineer -In-Charge is Necessary for all items.<br>

od119808/2023_2024 Supply and Installation of LED flood light fixture made of die cast aluminium, with Toughened glass along with secondary Lenses along with potted driver, maximum system wattage of 350 Watts, System Efficacy > 135 lum/watt ,IP 66 or above, IK08 or above, power factor > 0.9,rated life of L70 @ 50,000 hours, CCT 5500+/-300K with a CRI=> 70,THD<10%, pf > 0.9, minimum 4KV internal and 10KV external Drive Surge Protection, with a narrow/medium/wide beam angle as per design and including all necessary accessories as required for the light fixture<br>

od119810/2023_2024 Supply installation testing and commissioning of 9M hot dipped Octagonal pole with top dia 70mm , bottom dia 155 mm with 3mm sheet thickness . The thickness of the base plate shall be 16mm with galvanization thickness 65 micron. Single arm with 1M need to be included for mounting the luminaire. The rates shall be including RCC work as per Manufacturers Specification<br>

11.1.3 Above 8.0 metre and upto 11.0 metre

od119811/2023_2024 "Supply installation testing and commissioning OUT DOOR Thermoplastic IP65 4-way FEEDER PILLAR with indication lamps with suitable steel supports for floor mounting etc .<br>Including termination for incoming and outgoing cables and earthing. Incomer : 63A, TPN ,16KA, MCCB -1 Nos. 24-hour timer with 63A , 4P contactor- 1 Nos . 3 phase 63A Energy meter - 1 Nos Outgoing - 63A, TPN , 10KA,MCB -2 Nos . The contactor has to submit vendor's general arrangement & scheme drawings along with CPRI certificate and approval & manufacturing clearance to be obtained for Engineer-in-charge."<br>

Cabling od119804/2023_2024 Supplying of XLPE insulated, heavy duty, aluminium conductor 1.1 kV grade armoured MV cable of the following sizes as required, generally conforming to IS:7098. 3.5Cx70Sqmm Ar,Alu.

od119805/2023_2024 Supplying of XLPE insulated, heavy duty, 1.1 kV grade armoured MV cable of the following sizes as required, generally conforming to IS:7098;<br>3Cx2.5 Sqmm Cu, flex.<br>

od119807/2023_2024 Supplying of XLPE insulated, heavy duty, 1.1 kV grade armoured MV cable of the following sizes as required, generally conforming to IS:7098;<br>4Cx16 Sqmm Ar, Al. (Including No.8 GI earth wire)

7.1.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size direct in ground including excavation, sand cushioning, protective covering andrefilling the trench etc as required.Upto 35 sq. mm

7.1.2 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size direct in ground including excavation, sand cushioning, protective covering andrefilling the trench etc as required.Above 35 sq. mm and upto 95 sq. mm

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

7.7.2 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size on wall surface as required.Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)

od119812/2023_2024 Supplying and making end termination with brass compression gland and aluminium lugs with glang earthing of following size of PVC insulated PVC sheated/XLPE aluminium conductor cable of 1.1Kv grade as required 3 Cx2.5sqmm,cu,flex.

9.1.23 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.3 1/2X 70 sq. mm (38mm)

9.2.29 Supplying and making outdoor end termination with cast resin compound including aluminiumlugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm

7.9 Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X50 cm at the top with a thickness of 10cm including inscription duly engraved as required.

EARTHING 5.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providingmasonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required.

5.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earthelectrode, including connection/ termination with GI thimble etc. as required.

POINT WIRING 1.10.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulated 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. FRLSPVC insulated copper conductor single core cable etc as required.Group C

1.14.2 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

1.14.3 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2 X 4 sq. mm + 1 X 4 sq. mm earth wire

1.21.1 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm

1.21.2 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm

od119809/2023_2024 Supplying and fixing suitable size GI box with modular plate and cover in FRLSont 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.

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

2.3.1 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, 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 MCBIRCCB/Isolator6 way, Double door

2.14.1 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps

2.10.4 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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.Triple pole

2.10.1 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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.Single pole

od119813/2023_2024 "SITC of 18W (+/-10% tolerance) 4ft LED luminaire having > /= 1500 lm system output (Luminaire lumen output). ANSI rated LEDs from reputed makes should be provided. Luminaire efficacy should be greater than or equal to 85 lumens/watt and with minimum 2 KV surge protection. <br>Wipro / Crompton / Philips Make<br>Note: Light fixtures complete with all necessary accessories including suspenders, PVC Flexible pipes, adopters, connectors etc as required (Sample shall be approved by the engineer in charge). The installation shall be complete in all respects."

od119814/2023_2024 Supply of 250 mm sweep,900 rpm light duty exhaust fan in plastic body with self opening louvers working on 230 V AC supply complete with all accessories as required.

od119815/2023_2024 Supply, installation, testing and commissioning of wall fan of 400mm sweep,1200 RPM, . Plastic body & blades with pull cords for speed regulation & wide oscillation control. Aerodynamically designed blades for high air efficiency.

od119816/2023_2024 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 (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 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.

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

od119817/2023_2024 "SITC of 35W (+/-10% tolerance) LED Flood Light (Area Lighting) with IP66 protection.<br>Wipro / Crompton / Philips Make"

od119818/2023_2024 "SITC of 20W (+/-10% tolerance) LED Gate/Post top light fitting with IP65 Protection, 5kv surge protection <br>Wipro / Crompton / Philips Make"

od119819/2023_2024 SITC of Sintex junction box (GSJB-3020) (300*200*105)

akr constructions

T ABDUSSAMAD

P P ABDUL NAZIR