JJM-Santhanpara 8.25 Mld plant

Amount

Construction and commissioning of 8.25 mld WTP

OD5223/2023-2024:Design, Construction,testing & Commissioning of Aerator for a 8.25MLD Conventional type Treatment Plant as per the site condition and as per the direction of Dept officers etc complete

OD5222/2023-2024:Design, Construction,testing & Commissioning of 1 Flash Mixer for 8.25 MLD Conventional type Treatment Plant as per the site condition and as per the direction of Dept officers etc complete

OD5221/2023-2024:Design, Construction,testing & Commissioning of Clariflocculator for a 8.25MLD Conventional type Treatment Plant as per the site condition and as per the direction of Dept officers etc

OD5220/2023-2024:Design, Construction,testing & Commissioning of Raw water Channel for a 8.25 MLD Conventional type Treatment Plant as per the site condition and as per the direction of Dept officers etc complete

OD5219/2023-2024:Design, Construction,testing & Commissioning of Filter House,Construction of sump and pump house,panel room,back wash water tank,blower room,chemical house,chlorine roometc for a 8.25MLD Conventional type Treatment Plant as per the site condition including the cost of filter media etc as per the direction of Dept officers etc complete

OD5218/2023-2024:Setting up of physical quality testing Laboratory including chemicals, lab equipment, furniture etc

OD5216/2023-2024:Design,supply,erection,testing and commissioning of all Water Supply and Sanitary Arrangements for a 8.25MLD Conventional type Treatment Plant as per the site condition and as per the direction of Dept officers etc complete

OD5217/2023-2024:Supply,erection,testing and commissioning of all electrical and mechanical items including pipes,valves of necessary sizes,blowers,pumpsets of required capacities,motors,lights,panels and related materials etc as per direction of dept officers complete

Clear Water Sump,Pump House and Panel Room

2.9.3: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.Hard rock (blasting prohibited)

OD5207/2023-2024:Dowel Bar-Supplying and providing MS dowel bars of size 16mm dia. of 2m long. (1m in rock and 1m in concrete) including drilling holes of 20mm dia. and filling the gap with cement grout (100kg/hole) etc.

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.33.1: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. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2: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. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

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

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

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

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

5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide

5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges

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

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

50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm 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.

50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete

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

22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm.

21.1.1.3: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 portionPolyester powder coated aluminium ( minimum thickness of polyester 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

21.17:Providing and fixing anodised aluminium grill ( anodised transparent or dyed to required shade according to IS : 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge.(Only weight of grill to be measured for payment ).

10.15.2:Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular /L-Type sections, made of 1.60 mm thick M.S. Sheet,joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately)

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

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 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

10.16.1: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.Hot finished welded type tubes

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

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.

100.41.33:Supplying and fixing 500mm dia C.I. manhole cover with frame (medium duty) charges including all cost, labour charges etc., complete.

100.31.1.12:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 600mm diameter, Class I.

13.71:Lettering with black Japan pint of approved brand and manufacture

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

OD5208/2023-2024:Supplying and providing 100mm dia C I vent cowl including fitting charges etc.

OD5209/2023-2024:Supplying and providing water level indicator to the tank using scale fabricated out of 2mm<br>thick MS plate with in the frame work of suitable size MS square tube, 160mm PVC pipe for guiding the float,<br>necessary pullies, suitable nylon thread for connecting float and level indicator, painting the entire structure, lettering<br>etc complete including all charges for material and labour for GL tank

18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia

Construction of Retaining Wall

2.9.3: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.Hard rock (blasting prohibited)

OD5211/2023-2024:Dowel Bar-Supplying and providing MS dowel bars of size 16mm dia. of 2m long. (1m in rock and 1m in concrete) including drilling holes of 20mm dia. and filling the gap with cement grout (100kg/hole) etc.

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

5.33.2: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. Excess or less cement used as per design mix is payable or recoverable separately.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

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

16.78.3: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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20

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

OD5212/2023-2024:Providing and fixing 50mm PVC WEEP HOLES at 1.00 m spacing for walls,as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge

Construction of Box Culvert

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

2.9.1: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

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

5.33.1: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. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2: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. Excess or less cement used as per design mix is payable or recoverable separately.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

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

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

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge

10.26.3: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.G.I. pipes

Construction of Compound Wall

2.9.3: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.Hard rock (blasting prohibited)

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)

50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

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

5.9.1: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

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

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 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

10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

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

Approach road,road restoration and landscaping

2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

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

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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)

OD5050/2023-2024:Providing and laying 100 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.

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.

Operation and Maintainance charges

OD5046/2023-2024:Operation and maintenance of WTP during guarantee period

OD5047/2023-2024:Supply and delivery of Alum (or as per condition)

OD5048/2023-2024:Supply and delivery of Hydrated lime as per specification at dosage(or as per condition)

Wiring and Electrification works

OD5142/2023-2024:Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm<br>FRLS PVC<br>insulated copper conductor single core cable in surface I recessed PVC<br>conduit, with piano type switch, phenolic<br>laminated sheet, suitable size MS box and<br>earthing the point with 1.5 sq. mm FRLS PVC insulated copper<br>conductor single<br>core cable etc. as required.<br>Group B

OD5143/2023-2024:Wiring for circuit/ submain wiring alongwith earth wire with the<br>following sizes of FRLS PVC<br>insulated copper conductor, single<br>core cable in surface/ recessed medium class PVC conduit<br>as<br>required.<br>2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

OD5144/2023-2024:Wiring for circuit/ submain wiring alongwith earth wire with the<br>following sizes of FRLS PVC<br>insulated copper conductor, single<br>core cable in surface/ recessed medium class PVC conduit<br>as<br>required.<br>2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

OD5145/2023-2024:Supplying and fixing of following sizes of medium class PVC conduit along with<br>accessories<br>in surface/recess including cutting the wall and making good the same<br>in case of recessed conduit as<br>required.<br>20MM

OD5146/2023-2024:Wiring for circuit/ submain wiring alongwith earth wire with the<br>following sizes of FRLS PVC<br>insulated copper conductor, single<br>core cable in surface/ recessed medium class PVC conduit<br>as<br>required.<br>2 X 4 sq. mm + 1 X 4 sq. mm earth wire

OD5147/2023-2024:Wiring for circuit/ submain wiring alongwith earth wire with the<br>following sizes of FRLS PVC<br>insulated copper conductor, single<br>core cable in surface/ recessed medium class PVC conduit<br>as<br>required.<br>4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire

OD5148/2023-2024:Wiring for circuit/ submain wiring alongwith earth wire with the<br>following sizes of FRLS PVC<br>insulated copper conductor, single<br>core cable in surface/ recessed medium class PVC conduit<br>as<br>required.<br>4 X 4 sq. mm + 2 X 4 sq. mm earth wire

OD5149/2023-2024:Wiring for circuit/ submain wiring alongwith earth wire with the<br>following sizes of FRLS PVC<br>insulated copper conductor, single<br>core cable in surface/ recessed medium class PVC conduit<br>as<br>required.<br>4 X 6 sq. mm + 2 X 6 sq. mm earth wire

OD5150/2023-2024:Supplying and fixing two module stepped type electronic fan regulator on the existing<br>modular<br>plate switch box including connections but excluding modular plate etc.<br>as required.

OD5151/2023-2024:providing and fixing fallowing rating and breking capacity MCCB with thermodynamic release and<br>terminal spreders in existing cubicle PANEL / vertical DB including drilling holes in cubicle panel,making

OD5152/2023-2024:providing and fixing fallowing rating and breking capacity MCCB with thermodynamic release and<br>terminal spreders in existing cubicle PANEL / vertical DB including drilling holes in cubicle panel,making connections<br>etc as required<br>125A, 16KA

OD5153/2023-2024:Providing and fixing fallowing rating and breking capacity MCCB with thermodynamic release<br>and terminal spreders in existing cubicle PANEL / vertical DB including drilling holes in cubicle panel,making<br>connections etc as required<br>100A, 16KA

OD5154/2023-2024:Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof<br>enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/<br>isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making<br>good the damages, colour washing etc. as required<br>12 way (8+36) - three phase double cover (IP 42/43)

OD5155/2023-2024:Providing and fixing following capacity TP&N disconnector fuse switch unit inside<br>the<br>existing panel board with lSI marked HRC fuses including drilling holes in cubicle<br>panel, making connections, etc.<br>as required.<br>200A TP&N

OD5156/2023-2024:Supply and installation of sheet steel, phosphatised and painted, dust and vermin<br>proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing<br>MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall ,<br>making good the damages, colour washing etc. as required<br>8 way (8+24) - three phase double cover (IP 42/43

OD5157/2023-2024:Providing and fixing following capacity TP&N disconnector fuse switch unit inside<br>the<br>existing panel board with lSI marked HRC fuses including drilling holes in cubicle<br>panel, making connections, etc.<br>as required.<br>160A TP &N

OD5158/2023-2024:Providing and fixing following capacity TP&N disconnector fuse switch unit inside<br>the<br>existing panel board with lSI marked HRC fuses including drilling holes in cubicle<br>panel, making connections, etc.<br>as required.<br>100A TP&N

OD5159/2023-2024::Providing and fixing following capacity TP&N disconnector fuse switch unit inside<br>the<br>existing panel board with lSI marked HRC fuses including drilling holes in cubicle<br>panel,making connections, etc.<br>as required.<br>125A TP&N

OD5160/2023-2024:Supply, conveyance and fixing the following types & current rated control gears & switchgears<br>conforming to IS 13947 suitable for 440 V, 50 Hz, AC supply in the existing panel assembly as required.<br>125A,<br>35/36 kA (Ics=100%Icu), 3 pole, current limiting type MCCB with microprocessor based release with overload setting<br>of 50 - 100% having adjustable OL & SC

OD5161/2023-2024::Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C”<br>curve, miniature circuit<br>breaker suitable for inductive load of<br>following poles in the existing MCB DB complete with<br>connections,<br>testing and commissioning etc. as required.<br>Triple pole

OD5162/2023-2024:Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB<br>complete with connections, testing and commissioning etc. as required.<br>40 amps

OD5163/2023-2024:Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB<br>complete with connections, testing and commissioning etc. as required.<br>63 amps

OD5164/2023-2024:Supply, conveyance and fixing the following types & current rated control gears & switchgears<br>conforming to IS 13947 suitable for 440 V, 50 Hz, AC supply in the existing panel assembly as required.<br>16 A-<br>100A, 16 kA (Ics=100%Icu), 3 pole, current limiting type MCCB having thermal setting range of 80 - 100% with<br>thermal magnetic release having adjustable OL

OD5165/2023-2024:Wiring for circuit/ submain wiring alongwith earth wire with the<br>following sizes of FRLS PVC<br>insulated copper conductor, single<br>core cable in surface/ recessed medium class PVC conduit<br>as<br>required.<br>4 X 16 sq. mm + 2 X 6 sq. mm earth wire

OD5166/2023-2024:Supplying and fixing suitable size Gl box with modular plate and cover in front on<br>surface or in<br>recess, including providing and fixing 3 pin 5/6 A modular socket outlet<br>and 5/6 A modular switch, connections<br>etc. as required.

OD5167/2023-2024:Supplying and fixing call bell/ buzzer suitable for single phase,<br>230 V, complete as required.

OD5168/2023-2024::Installation, testing and commissioning of pre-wired, fluorescent<br>fitting / compact fluorescent<br>fitting of all types, complete with all<br>accessories and tube/lamp etc. directly on ceiling/ wall,<br>including<br>connections with 1.5 sq. mm FRLS PVC insulated, copper<br>conductor, single core cable and<br>earthing etc. as required.

OD5169/2023-2024:Installation, testing and commissioning of ceiling fan, including<br>wiring the down rods of<br>standard length (upto 30 cm) with 1.5<br>sq. mm FRLS PVC insulated, copper conductor, single core<br>cable etc.<br>as required

OD5170/2023-2024:Installation of exhaust fan in the existing opening, including<br>making good the damage,<br>connection, testing, commissioning<br>etc. as required.<br>510 mm sweep

OD5171/2023-2024:Providing and fixing following rating and breaking capacity and<br>pole MCCB with<br>thermomagnetic release and terminal<br>spreaders in existing cubicle panel board including drilling holes<br>in<br>cubicle panel, making connections, etc. as required.<br>100 A, 30kA, FPMCCB

OD5172/2023-2024: :Supplying and fixing following way, single pole and neutral, sheet<br>steel, MCB distribution<br>board, 240 V, on surface/ recess,<br>complete with tinned copper bus bar, neutral bus bar, earth Actual rate = 2440.62/no For avoiding CPOH 16% = 2440.62*.84 = 2050.12/no bar,<br>din bar,<br>interconnections, powder painted including earthing etc.<br>as required. (But without MCB/RCCB/Isolator)<br>12<br>way double door =2Nos

OD5173/2023-2024:Supplying and fixing following way, single pole and neutral, sheet<br>steel, MCB distribution<br>board, 240 V, on surface/ recess,<br>complete with tinned copper bus bar, neutral bus bar, earth bar,<br>din bar,<br>interconnections, powder painted including earthing etc.<br>as required. (But without MCB/RCCB/Isolator)<br>8 way double door

OD5174/2023-2024::Supplying and fixing following way, horizontal type three pole<br>and neutral, sheet steel, MCB<br>distribution board, 415 V, on<br>surface/ recess, complete with tinned copper bus bar, neutral<br>bus bar, earth bar,<br>din bar, interconnections, powder painted<br>including earthing etc. as required. (But without<br>MCB/RCCB/<br>Isolator)<br>8 way (4 + 24), Double door=3

OD5175/2023-2024::Supplying and fixing following way, horizontal type three pole<br>and neutral, sheet steel, MCB<br>distribution board, 415 V, on<br>surface/ recess, complete with tinned copper bus bar, neutral<br>bus bar, earth bar,<br>din bar, interconnections, powder painted<br>including earthing etc. as required. (But without<br>MCB/RCCB/<br>Isolator)<br>6 way (4 + 18), Double door

OD5176/2023-2024::Supplying and fixing of following ways surface/ recess mounting,<br>vertical type, 415 V, TPN MCB distribution board of sheet steel,<br>dust protected, duly powder painted, inclusive of 200 A, tinned<br>copper<br>bus bar, common neutral link, earth bar, din bar for<br>mounting MCBs (but without MCBs and incomer) as<br>required.<br>(Note : Vertical type MCB TPDB is normally used where 3 phase<br>outle4 way <br>8 way (4 + 24),<br>Double door=2<br>

OD5177/2023-2024:Supplying and fixing of following ways surface/ recess mounting,<br>vertical type, 415 V, TPN<br>MCB distribution board of sheet steel,<br>dust protected, duly powder painted, inclusive of 200 A, tinned<br>copper<br>bus bar, common neutral link, earth bar, din bar for<br>mounting MCBs (but without MCBs and incomer) as<br>required.<br>(Note : Vertical type MCB TPDB is normally used where 3 phase<br>outlets are required.)<br>4 way (4<br>+ 12), Double door

OD5178/2023-2024:Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C”<br>curve, miniature circuit breaker<br>suitable for inductive load of<br>following poles in the existing MCB DB complete with<br>connections, testing and<br>commissioning etc. as required.<br>Triple pole=24Nos

OD5179/2023-2024:Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C”<br>curve, miniature circuit<br>breaker suitable for inductive load of<br>following poles in the existing MCB DB complete with<br>connections,<br>testing and commissioning etc. as required.<br>single pole

OD5180/2023-2024::Supplying and fixing following rating, double pole, 240 V, isolator<br>in the existing MCB DB<br>complete with connections, testing and<br>commissioning etc. as required.<br>40A

OD5181/2023-2024:Supplying and fixing following rating, double pole, (single phase<br>and neutral), 240 V, residual<br>current circuit breaker (RCCB),<br>having a sensitivity current 30 mA in the existing MCB DB<br>complete with<br>connections, testing and commissioning etc. as<br>required.<br>63A

OD5182/2023-2024:Supplying and fixing following rating, four pole, (three phase<br>and neutral), 415 V, residual<br>current circuit breaker (RCCB),<br>having a sensitivity current 30 mA in the existing MCB DB<br>complete with<br>connections, testing and commissioning etc. as<br>required.<br>63A

OD5183/2023-2024:Laying of one number additional PVC insulated and PVC<br>sheathed / XLPE power cable of 1.1<br>kV grade of following size<br>direct in ground in the same trench in one tier horizontal formation<br>including<br>excavation, sand cushioning, protective covering and<br>refilling the trench etc. as required.<br>Above 35 sq. mm<br>and upto 95 sq. mm

OD5184/2023-2024:Laying of one number additional PVC insulated and PVC<br>sheathed / XLPE power cable of 1.1<br>kV grade of following size<br>direct in ground in the same trench in one tier horizontal formation<br>including<br>excavation and refilling the trench etc. as required,<br>but excluding sand cushioning and protective<br>covering.<br>Up to 35 sq.mm=150metre

OD5185/2023-2024:Laying of one number additional PVC insulated and PVC<br>sheathed / XLPE power cable of<br>1.1 kV grade of following size<br>direct in ground in the same trench in one tier horizontal formation<br>including<br>excavation and refilling the trench etc. as required,<br>but excluding sand cushioning and protective<br>covering.<br>Above 35 sq. mm and upto 95 sq. mm

OD5186/2023-2024:Erection of metallic pole of following length in<br>cement concrete<br>1:3:6 (1 cement : 3<br>coarse sand : 6 graded stone aggregate<br>40<br>mm nominal size) foundation including<br>excavation and refilling<br>etc. as<br>required.<br>Above 6.5 meter and upto 8.0<br>meter

OD5187/2023-2024:Supplying and embedding following dia G.I. pipe (medium class)<br>in pole collar/ foundation<br>(during casting) for cable entry including<br>bending the pipe to the required shape complete as required.<br>32<br>mm dia

OD5188/2023-2024:Supply and providing imported vertical air terminal with 12 needdled nickel coated spike<br>receiver,supporting rod and stand icluding all accessories as required with possitive absorber(45 metre receiving<br>capacity),supply and laying required quantity of 25x3mm GI strip through eppoxy resin cast support,down conductor<br>through wall,vertical run/through parapet,supply and installation of test joint box fabricated out of 16 SWG CRCA<br>sheets,supply and laying required quantity of 32x6mm GI strip through ground including earth work excavation back<br>filling and jointing etc complete.

OD5189/2023-2024:Supply and fitting 1200mm sweep ceiling fan<br>with all accessories as required

OD5190/2023-2024:Supply and fitting exhaust fan with all<br>accessories as required(Heavy duty)

OD5191/2023-2024:Supply and fitting 20 W LED Tube fittings<br>with all accessories as required

OD5192/2023-2024:Supply and laying 2x4 sq.mm alluminium UG<br>cable including excavation of trench and back<br>filling pit

OD5193/2023-2024:Supply and laying 3.5x35sq.mm PVC Al UG cable including excavation of trench and back filling<br>pit Supply and laying 3.5x35sq.mm PVC Al UG<br>cable including excavation of trench and back<br>filling pit

OD5194/2023-2024:Supply conveyance ,installation testing and commissioning of36/40 W LED street/Yard light out put greater than105 lumen/watts 4000-6000K with IP66 protection with LED chip make cree/Lumilled/Nichea with<br>powerfactor greater than 0.95 at full load ,internal surge protection up to 8 kv and alluminium preasure die cast<br>powder coated housing acryliccover complete with THD less than 10% power factor greater than 0.98 R0HS<br>compliant duly wired up for use on 230v AC supply.Driver compartment should be separately accessible for<br>maintanance(LM 79&80 Certificate from NABL acredited third party lab produced mentioning chip

OD5195/2023-2024:Supply and laying 4x16sq.mm alluminium UG cable including excavation of trench and back filling pit

OD5196/2023-2024:Supply and providing the following safety items approved by Kerala Electrical<br>Inspectorate and relevant standards.11kv rubber mat=8set11kv rubber gloves=2 pair<br>11kv<br>danger board=10Nos 9lttre capacity fire bucket=3NosFirst aid box=2Nos.<br>shock treatment<br>chart=4set 5kg fire estingusher=12 Nos

OD5197/2023-2024:Expenses of getting electrical connection from KSEB including documentation fee, service charges, energization charges etc

Bidder Name

MEC ENGINEERS (INDIA)