Kochi Metro Rail Limited Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KMRL_503564_1Bid Award Id
ViewTender No
CSML/TOURISM/OS -P2/RFP/005-02Tender Authority
Kochi Metro Rail Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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BOQ Items
11.2.2 Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed
In rows 7.5 cm apart in either direction
1626
-
-
11.1 Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately)
126.6
-
-
od76525/2022_2023 Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Plant Clarkia Maintenance of hedge for one year -
50
-
-
2.4.1.C Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Prestressed / Reinforced cement concrete grade M-20 & above. - By Manual Means
2
-
-
2.4.2.B Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means
3
-
-
2.5.2.A Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
Bituminous course - By Mechanical Means
9.98
-
-
2.6 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
2
-
-
2.2 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
0.06
-
-
2.3.1.A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness
In area of light jungle - By Manual Means
0.05
-
-
2.3.2.A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness
In area of light jungle - By Mechanical Means
0.05
-
-
od76536/2022_2023 Drain cleaning using scavengers for existing drain including removal of all depositted silt and conveying the removed earth to dumping site.
50
-
-
11.6 Maintenance of lawns with fine grassing for the first year including watering etc
360
-
-
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
502.91
-
-
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
65.36
-
-
50.6.2.1 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
9
-
-
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
178.24
-
-
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)
73.25
-
-
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:
Foundations, footings, bases of columns, etc for mass concrete
358.8
-
-
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.
338
-
-
5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Thermo - Mechanically Treated bars of grade Fe-500D or more
11350
-
-
od76523/2022_2023 Supplying and Fixing Granite bench of size 1.5m long , 45cm high and 70cm width with back support including conveying labour charges etc complete
5
-
-
od76526/2022_2023 Providing and fixing 2x2x3 m Vendor Kiosk as per the Architectural detail drawing all complete as per the instruction of Engineer in charge
30
-
-
od76527/2022_2023 Providing and fixing 40-50mm thick machine cut, rough natural finish, shell white colour Granite for stone seater/copping and similar locations, of size 60x30cm, laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, etc. complete at all levels.
Area of slab over 0.50 sqm
161.76
-
-
od76529/2022_2023 Providing and fixing of 20mm thick machine cut, flamed finish, shell white colour Granite for wall cladding and similar locations, of size 60x45cm, laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, etc. complete at all levels.
Area of slab over 0.50 sqm
231.28
-
-
od76531/2022_2023 Providing and fixing of existing slate copping stone available at site for wall cladding and similar locations, laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, etc. complete at all levels.
10
-
-
od76533/2022_2023 : Providing and laying factory made antiskid stone finish , Cement Concrete cobble blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, of 60mm thickness & size/ shape of 100x100 mm , made by table vibratory method and PU coated, laid in required colour & pattern over 50mm thick compacted bed of 6 mm aggregate, compacting and proper embedding/laying of inter locking paver blocks into the aggregate bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. Cobble block of M-35 grade with approved colour, design & pattern.
294
-
-
od103156/2022_2023 Providing and laying at or near ground level granite stone kerb stone of ,30x15x30 cm in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( kerb stone shall be approved by Engineer-in-Charge)
58
-
-
11.45 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
842
-
-
od76535/2022_2023 Supplying and fixing granite stone slab 50 mm thick with inscription writting in recessed style inluding conveying and errecting in position on cement concrete base as per direction of Engineer in Charge.(the quality of granite slab to be approved by the Engineer in charge).The cost of foundation to be paid seperately.
14
-
-
10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
6645
-
-
od76537/2022_2023 Supply and Installation of 6 mm thick EPDM + 30 mm SBR System over Concrete sub base. 1) Primer with PU Binder over sub base. 2) 30 mm thick Black SBR Granules mix with P.U Binder as per Manufacturer Instruction. 3) 6 mm thick Ecolastic EPDM 1-4 mm Granules size mix with P.U Binder as per Manufacturer's Instruction.
395
-
-
od76541/2022_2023 Supply & Installtion of Hydralic Stepper- The framework of the workstations is made from 3.5 to 4mm thick, hot-dipped galvanised steel, protected by a polyester powder coated finish. This treatment provides high levels of durability, notably in coastal locations. The foot supports are made from low density roto-moulded polyethylene (LDPE). This material has been chosen both for its hard wearing properties and its resistance to ultra violet rays. The supports have a textured finish in order to provide grip and reduce the appearance of scuff marks. The handles are made from elasticated EDPM, offering both durability and fire resistance. The material retains both its shape and feel across a wide temperature range -55°C à 120°C. The stainless steel waterproof bearing has been subjected to tests involving over 10,000 hours of constant use. The hydraulic oil piston is made up of elements manufactured from chrome, aluminium and stainless steel. Users can adjust the resistance from just a few kilogrammes up to as much as 60kg on certain machines. The rate is including the cost of concrete footing , anchor bolt etc complete.
1
-
-
od76542/2022_2023 Supply & Installtion of Elliptical Trainer - The framework of the workstations is made from 3.5 to 4mm thick, hot-dipped galvanised steel, protected by a polyester powder coated finish. This treatment provides high levels of durability, notably in coastal locations. The handles are made from elasticated EDPM, offering both durability and fire resistance. The material retains both its shape and feel across a wide temperature range -55°C à 120°C.The stainless steel waterproof bearing has been subjected to tests involving over 10,000 hours of constant use. The foot supports are made from low density roto-moulded polyethylene (LDPE). This material has been chosen both for its hard wearing properties and its resistance to ultra violet rays. The supports have a textured finish in order to provide grip and reduce the appearance of scuff marks. The discs are made of painted steel. The rate is including the cost of concrete footing , anchor bolt etc complete.
1
-
-
od76543/2022_2023 Supply & installation of AIRWALKER - The framework of the workstations is made from 3.5 to 4mm thick, hot-dipped galvanised steel, protected by a polyester powder coated finish. This treatment provides high levels of durability, notably in coastal locations. The handles are made from elasticated EDPM, offering both durability and fire resistance. The material retains both its shape and feel across a wide temperature range -55°C à 120°C. The stainless steel waterproof bearing has been subjected to tests involving over 10,000 hours of constant use. The foot supports are made from low density roto-moulded polyethylene (LDPE). This material has been chosen both for its hard wearing properties and its resistance to ultra violet rays. The supports have a textured finish in order to provide grip and reduce the appearance of scuff marks. The rate is including the cost of concrete footing , anchor bolt etc complete.
1
-
-
od76544/2022_2023 Supply & installation of Hydraulic Rowing Machine (Legs) -The framework of the workstations is made from 3.5 to 4mm thick, hot-dipped galvanised steel, protected by a polyester powder coated finish. This treatment provides high levels of durability, notably in coastal locations. The seat and back support are made from a polyurethane compound, providing a soft and ergonomic surface for the user, similar to those found in gym settings. The elements conform to the SGS TB117 fire test requirements. The stainless steel waterproof bearing has been subjected to tests involving over 10,000 hours of constant use. The hydraulic oil piston is made up of elements manufactured from chrome, aluminium and stainless steel. Users can adjust the resistance from just a few kilogrammes up to as much as 60kg on certain machines.. The rate is including the cost of concrete footing , anchor bolt etc complete.
1
-
-
od76545/2022_2023 Supply & installation of Spinning Bike - The framework of the workstations is made from 3.5 to 4mm thick, hot-dipped galvanised steel, protected by a polyester powder coated finish. This treatment provides high levels of durability, notably in coastal locations. The seat is made from a polyurethane compound, providing a soft and ergonomic surface for the user, similar to those found in gym settings. The element conform to the SGS TB117 fire test requirements. The handles are made from elasticated EDPM, offering both durability and fire resistance. The material retains both its shape and feel across a wide temperature range -55°C à 120°C. The stainless steel waterproof bearing has been subjected to tests involving over 10,000 hours of constant use. The rate is including the cost of concrete footing , anchor bolt etc complete.
1
-
-
15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
39.7
-
-
50.2.33.6 Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete
50
-
-
15.7.1 Demolishing brick work 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.
4.5
-
-
15.13.1 Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:
Of area 3 sq. metes and below
15
-
-
15.52 Dismantling of flushing cistern of all types (C.I. / PVC/ Vitrous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead
4
-
-
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.
200
-
-
15.58 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
0.63
-
-
15.19 Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.
500
-
-
14.1.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:
With cement mortar 1:4 ( 1 cement : fine sand)
200
-
-
14.84 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge. (a) Internal Work- Exposed on wall
100
-
-
od76546/2022_2023 Drain cleaning by manual means for existing drain including removal of all depositted silt and conveying the removed earth to dumping site.
550
-
-
od76547/2022_2023 Removing and relaying of pre cast RCC slabs over drains/trenches
45
-
-
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.
All kinds of soil
25
-
-
60.7.3 DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
65
-
-
60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
350
-
-
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)
97.71
-
-
13.33.1 Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):
Flush/ Ruled pointing
400
-
-
od76548/2022_2023 Removing and relaying of machine cut, any thick, finish, and colour Granite for stone seater/copping and similar locations, of size 60x30cm, laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, etc. complete at all levels. Area of slab over 0.50 sqm
250
-
-
15.23.1 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm
388
-
-
11.41.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
Size of Tile 600 x 600 mm.
91.8
-
-
19.4.1.1 Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
100x100 mm size P type
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
100
-
-
10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
750
-
-
15.2.2 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.
Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
12
-
-
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.
1
-
-
15.17.2 Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:
Channels, angles, tees and flats
160
-
-
15.7.4 Demolishing brick work 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.
In cement mortar
8
-
-
15.23.2 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles above 25 mm and up to 40 mm
1
-
-
15.25 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
0.5
-
-
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
50
-
-
50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
50
-
-
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
225.57
-
-
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.
474
-
-
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)
11.29
-
-
5.31 Extra for laying reinforced cement concrete in or under water and /or liquid mud including cost of pumping or bailling out water and removing slush etc., complete. Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to 0.1m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions.
15
-
-
7.34 Extra for laying stone work in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note:- The quantity will be calculated by multiplying the depth measure from sub-soil water level upto the centre of gravity of stone work under sub-soil water with the quantity of stone work in cum executed under the sub-soil water. The depth of centre of gravity shall be reconed correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.
20
-
-
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:
Suspended floors, roofs, landings, balconies and access platform
8
-
-
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
1700
-
-
4.11 Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
16.73
-
-
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
94.85
-
-
50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
3
-
-
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).
0.99
-
-
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:
Lintels, beams, plinth beams, girders bressumers and cantilevers
10.86
-
-
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
556
-
-
12.48 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
31
-
-
12.49 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
20
-
-
25.7 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
50
-
-
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)
246.51
-
-
13.16.1 6 mm cement plaster of mix:
1:3 ( 1 cement : 3 fine sand)
212.15
-
-
13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:
Water thinnable cement primer
738.45
-
-
13.45.1 Finishing walls with textured exterior pint of required shade:
New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm
266.88
-
-
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)
191.94
-
-
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
78.03
-
-
13.52.2 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 concrete work
119
-
-
8.2.2.2 Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
Area of slab over 0.50 sqm
151.6
-
-
14.82 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge
4
-
-
od109548/2022_2023 Dismantling PVC or G.I. pipes of varying diameters (20mm to 110mm) from walls/floors, taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges.
250
-
-
8.3.2 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.
196.92
-
-
11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
30
-
-
11.55.1 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
15
-
-
16.68 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
80
-
-
od96776/2022_2023 Providing and fixing 30x30 x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 75 mm thick 6 mm aggregate joints filled with red earth, sand and manure planting doob grass, watering etc. , including rubbing, curing, etc. complete at all levels. complete as per direction of engineer- in charge
1598.55
-
-
od76553/2022_2023 Providing and fixing 30cm X 30cm X 7.5cm flamed Granite stone block hand-cut and chisel dressed on top, for paving in floors, drains, etc., laid over 50mm thick, 6mm aggregate with joints 10mm wide filled with C: M 1:4 ( 1 Cement: 4 Coarse Sand) including ruled pointing, etc. complete as per direction of engineer- in charge.
3460
-
-
od76554/2022_2023 Providing and fixing 60cm X 60cm X 7.5cm flamed Granite stone block hand-cut and chisel dressed on top, for paving in floors, drains, etc., laid over 50mm thick, 6mm aggregate with joints 10mm wide filled with C: M 1:4 ( 1 Cement: 4 Coarse Sand) including ruled pointing, etc. complete as per direction of engineer- in charge.
1381.09
-
-
od101117/2022_2023 Supply and Installation of round wooden seating of varying heights and diameters from 30 cm to 60 cm using Thambakam wood or equivalent wood approved by Engineer in Charge. The cost is inclusive of wood polishing, labour charges and materials, complete as per tender drawings and specifications.
1.25
-
-
od76555/2022_2023 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 50 mm thick 6mm aggregates and pointing using cement mortar 1:4 (1 cement : 4 coarse sand) with joints of 10 mm wide including ruled pointing etc. complete as per direction of engineer-in-charge
50
-
-
od76558/2022_2023 Supplying and fixing granite stone bollards 150 mm dia height 1100 mm fixed in cement concrete 1:2:4 ,900 mm above ground , (the size ,finish and designs of bollards to be approved by engineer in charge )
80
-
-
16.90 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
14.5
-
-
od76561/2022_2023 Supplying and fixing in position granite bench of size 150x50x5 cm with two vertical support grinite slab ,fixed on ground with CC M15 (the quality of bench to be approved by Engineer in charge)
3
-
-
od76563/2022_2023 Supplying and fixing of DUST BIN. External bin made of FRP material moulded with 3mm with Granite finish, Inner liner of FRP material to facilitate removal of garbage, Top lid made of FRP with 3mm thick. Chain to tie top cover with body of garbage bin. Approximately 3 feet or nearby height.
10
-
-
19.7.3.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:
Inside size 120x 90 cm and 90 cm deep including C.I. cover with frame ( heavy duty ) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg ( weight of cover 108 kg and weight of frame 100 kg)
With common burnt clay F.P.S. ( non modular) bricks of class designation 7.5
3
-
-
30.2.2 Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment).
150
-
-
30.2.12 Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.
360
-
-
30.2.14.3 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :
Holes 60 cm dia, and 60 cm deep
7
-
-
30.2.14.4 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :
Holes 45 cm dia, and 45 cm deep
8
-
-
30.2.20 Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).
10
-
-
30.2.24 Flooding the ground with water including making kiaries and dismantling the same
10
-
-
30.2.25 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment).
60
-
-
od76567/2022_2023 Providing & laying buffallo grass turf with existing ground prepared with proper level and ramming with tools wooden the the surface smoothen and light watering the same, with sprinkler and maintenance for 30 days or more till the grass established properly as per direction of officer in charge.
50
-
-
30.2.33 Providing and fixing Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and even, watering with sprinkler
50
-
-
od76568/2022_2023 10420 Allamanda cathartica plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots: Rs 40
6
-
-
od76568/2022_2023 10420 Allamanda cathartica plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots: Rs 40
10
-
-
od76570/2022_2023 10396 Supply and stacking of plant Nerium oleander variegated of height 60- 75 cm., multibranched in earthen pots of size 25 cm: Rs 60
8
-
-
od76571/2022_2023 10374 Supply and stacking of plant Hamelia patens (Dwarf ) of height 30-45 cm. with 3-4 branches in earthen pots of size 20 cm: Rs 40
7
-
-
od76572/2022_2023 10247 Schflera green plant, having 3 to 4 branch, ht. 30 to 45 cm well developed with fresh & healthy in 20 cm size of Earthen Pot/Plastic Pot.: Rs 30
6
-
-
od76573/2022_2023 10236 Duranta Golden plant, having ht.15 to 20 cm bushty shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot.: Rs 20
9
-
-
od76574/2022_2023 Dismantling of existing light/electric poles and fitting whether required without damage and transportation and stacking of all materials to respective store of concerned department as per the instruction from engineer in charge.
100
-
-
5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
96
-
-
5.9.6 Centering and shuttering including strutting, etc. and removal of form for:
Columns, Pillars, Piers, Abutments, Posts and Struts
795
-
-
23.1.1.1 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.
All types of soil
300 mm dia
60
-
-
18.42.3 Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump/tube well is lowered and tested:
Beyond 12 m and upto 18 m depth
60
-
-
11.21.2.1 Providing and fixing 10 mm thick acid and /or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.
In dado/ skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)
Acid and alkali resistant tile
200
-
-
21.1.1.1 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 portion
Anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
160
-
-
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 portion
Powder coated aluminium (minimum thickness of powder coating 50 micron)
680
-
-
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 portion
Polyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron )
200
-
-
21.2.1 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.
Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
25
-
-
21.2.2 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.
Pre- laminated particle board with decorative lamination on both sides
30
-
-
21.1.2.3 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)
Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micorn)
35
-
-
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)
800
-
-
21.3.2 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 5.50 mm thickness
12.32
-
-
21.12.2 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0mm thick & 2100 mm long with S.S. screws etc. complete as per direction of Engineer -in-Charge.
Powder coated minimum thickness 50 micron aluminium tubular handle bar
8
-
-
21.13 Providing and fixing 100 mm brass locks ( best make of approved quality ) for aluminium doors including necessary cutting and making good etc. complete
6
-
-
21.16.2 Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-Charge.
Powder coated minimum thickness 50 micron aluminium
8
-
-
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
7.5
-
-
50.9.15.1 Supplying and fixing 200 mm Aluminium aldrop
8
-
-
18.3.6 Providing and fixing Polyethelene - Aluminium - Polyethelene ( PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80sup0/supC including all special fittings of composite material ( engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charges. External work
4050 (50 mm OD) pipe
100
-
-
18.7.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall
15 mm nominal outer dia pipes
80
-
-
18.7.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall
20 mm nominal outer dia pipes
100
-
-
18.7.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall
25 mm nominal outer dia pipes
70
-
-
18.7.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall
32 mm nominal outer dia pipes
80
-
-
18.7.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall
40 mm nominal outer dia pipes
80
-
-
18.7.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall
50 mm nominal outer dia pipes
50
-
-
18.8.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.
50
-
-
18.8.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.
20 mm nominal outer dia pipes
45
-
-
18.8.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.
25 mm nominal outer dia pipes
50
-
-
18.8.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.
32 mm nominal outer dia pipes
80
-
-
18.9.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work
15 mm nominal outer dia pipes
30
-
-
18.9.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work
20 mm nominal outer dia pipes
50
-
-
18.9.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work
40 mm nominal outer dia pipes
60
-
-
18.9.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work
62.50 mm nominal inner dia pipes
50
-
-
50.18.7.5.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6Kgf/cm2 - Internal work - Exposed on wall
15
-
-
50.18.8.5.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 40 mm pipe 6Kgf/cm2
15
-
-
50.18.8.6.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2
8
-
-
50.18.9.5.2 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
6
-
-
50.18.9.6.1 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. 50 mm dia 10Kgf/cm2
6
-
-
50.18.9.9.2 Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
10
-
-
50.18.9.16.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - External work - Exposed on wall
10
-
-
50.18.9.18.1 Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
8
-
-
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
20
-
-
50.18.9.22.1 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow
5
-
-
50.18.9.22.2 Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow
5
-
-
50.18.9.22.3 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow
5
-
-
50.18.9.22.4 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend
6
-
-
50.18.9.22.5 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee
6
-
-
50.18.9.22.6 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee
6
-
-
50.18.9.22.7 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x75 mm dia Door Tee
7
-
-
50.18.9.22.8 Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl
6
-
-
50.18.9.22.10 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap
5
-
-
50.18.9.22.11 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 110 mm dia Socket/ coupling
5
-
-
17.7.4 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
White Vitreous China Flat back wash basin size 550x400mm with single 15 mm C.P.brass pillar taps
5
-
-
17.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
W.C. pan with ISI marked white solid plastic seat and lid
3
-
-
17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:
One urinal basin with 5 litre white P.V.C. automatic flushing cistern
4
-
-
17.13.2 Providing and fixing white vitreous china water closet squatting pan ( Indian type):
Orissa pattern W.C. pan of size 580x440 mm
2
-
-
17.32.2 Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
Rectangular shape 453x357 mm
4
-
-
18.49.1 Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.
15 mm nominal bore
5
-
-
18.51.1 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.
15 mm nominal bore
4
-
-
18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 8931
15 mm nominal bore
20
-
-
50.17.1.4 Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
5
-
-
ELECTRICAL WORKS
-
-
-
90.15.1.3
Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70mm top diameter. 175 mm bottom diameter thickness 3mm base plate dimensions of 275x275x16 mm suitable for wind speed as per IS 875 Part III fixed head frame including round arm luminary carriage suitable to install 4/6 nos luminaries in symmetrical arrangement including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc, complete 10 Meters
1
-
-
90.15.2.3
Supply installation testing and commissioning of High Mast using Octogaonal Pole made single/two sections of hot dip galvanised GI sheet 100mm top diameter, 360mm bottom diameter thickness 3mm mm suitable for wind speed as per IS 875 Part III with head frame assembly two point suspension system with steel wire rope 5mm dia double drum winching system w and including round arm galvanized luminary carriage suitable to install 6/8 nos luminaries in symmetrical arrangement control gear box and lighting spikes with single phase operation power tool installed inside the base compartment including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc, complete 12 Meters
2
-
-
Supply and installation of 16 Mtrs fixed type stadium mast suitable for mounting 12/16 nos of luminaires made of Hot dipped galvanization process as per IS 4759:1996 with monkey ladder climbing arrangement and maintenance platform for easy maintanaince and aiming the luminaire with lightening spike. The pole shaft shall be made of 4mm thickness in 2 sections base dia 300mm and the base plate shall be of min 20mm thickness with all accessories and luminaire carriages suitable to install 12/ 16 luminaires in symmetrical arrangement equivalent including RCC foundation with fixed bolts as required and lighting spikes approved by Engineer in charge.
6
-
-
90.15.4.5
Supply Conveyance, installation, testing and commissioning of 40W LED Flood light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD less than10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)
6
-
-
90.15.4.6
Supply Conveyance, installation, testing and commissioning of 70W LED Flood light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)
16
-
-
Supply and installation testing and commissioning of 500W Led flood Light (with Led makes Cree/ Niche/ Osram/ Reputed make) with Toughened Glass and secondary lenses with more than 130 Lum/W efficacy using high power led of minimum 2-3W per led integrated Peanut lens. The luminaire should have 20Kv Surge protection with IP66, CCT 4000-6000K, THD less than 10%, PF more than 0.95, CRI greater than 70 with IK 08 Protection. The light fixture shall be tested for 500 hours salt spray test for non-corrosive ADC 12 Alloy diecast Alumini-um housing (The test certificate for LM 79/ Salt spray should be third party Certificate from NABL Accredited lab.) The drive should be compactable for Dimming and should have separate compartment for mounting.
72
-
-
od79075/2022_2023
Supply and Installation of 3M-4M HEIGHT ARCHITECTURAL POST TOP POLE ALONG WITH ORNOMENTAL CAST in Aluminium The hot dip Galvanised pole should be provided with an inbuilt junction box to fix 32A connectors and 6A MCB, at the bottom - the in-built box should have a flush door of suitable size. The bottom thickness of the pole should be more than 110mm dia and top portion should be of more than 75 mm.The poles should be finished with Pu painting shade as per customer requirement. 3 layer coating(coating thickness-70 microns minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU paint .
120
-
-
od79076/2022_2023
Supply, Installation,Testing & Commissioning of LED post top lantern having 40W with Diecast aluminium body and polycarbonate diffuser with spun aluminium reflector . The product should be IP65 protection. Make of led to be Cree/ Osram/ Niche LED Lifetime @L70 50000 hours @Ts 85°C. LM 80 report & TM 21 calculation should be submitted to support the same.Internal Surge protection of 4KV should be provided , THD less than 10, PF more than 0.9. The internal wiring should be of Teflon coated multistrand copperwire and the main terminal wires 3way 10 amps suitable for 2.5sq incoming cable. The housing for the led fixture should be of Aluminium alloy powder coated in graphite Grey colour with reflector in anodized aluminium with sand blast patten LM79 report also should be submitted from UL Authorised Laboratory. Sample should be submitted for approval from concerned engineer-in charge.
120
-
-
od79114/2022_2023
Supply, Installation, Testing and commissioning of 9W LED Bollard of 600mm length with Cylindrical opal acrylic diffuser with seamless GI pipe bottom housing the control gear .The luminaire shall have ingress protection of IP 65. The Luminaire should have min luminaire efficacy of ≥50 lm/W and system lumen o/p of min. 450 Lumen,CRI 70,with CCT 3000K±300K. The LED shall be compliant with LM80-08 standard with Useful L70 life of 50000 Hrs tested at maximum current and at 105 Deg C Ambient temperature.The BIS certified driver shall be of Integral type Constant Current topology with proper heat sink for heat dissipation suitable to operate in input voltage range of 150V to 275V(nominal rated voltage – 240V), I/P frequency range of 50-60Hz with 4.5 KV built-in surge protection in differential mode and with power factor ≥ 0.90 with total harmonic distortion (THD) of less than 15%.
30
-
-
od79115/2022_2023
Supply, installation, testing and commissioning of 8-10 W Focus Light -9W High efficiency LED landscape luminaires with high efficiency LED driver, designed to provide directional spot light. The luminaiare is made up of pressure die cast aluminium housing and with flat glass protector and powder coated grey finish. The luminare characterized by high luminous efficiency with luminaire efficacy of 70Lm/W. Ingress protection IP 66 to prevent from dust & moisture. Also can change/adjust luminaire at desired angle using spike or knuckle mounting.The product complies with the essential safety requirements of the applicable BIS standard.Colour Rendering Index(CCT) 3000K as per ANSI standard. Ambient temperature ranges: -10 to +40°C a with interenal surge protection of 4kV, CRI 80.Power Factor 0.90, THD 15%, 30000 hours @L70. Rated voltage 240Vac, 50Hz.
30
-
-
od76534/2022_2023
Lighting Control PANEL FOR GROUP CONTROL: Supplying, unloading at site, shifting to site, assembling, levelling, grouting, erecting, earthing Testing, & Commissioning of Street light Feeder Pillar boxes as per tender specification. The feeder pillar shall be for group control of LED street lights in Access Road and High Mast system with all hard wares for power, control and communication devices and required software. It Shall be a GPRS/GSM/ RF / LORA/ based remote street light monitoring system with capacity for self - protection from short circuit, over voltage and anti-theft alert, one contactor for each phase is to be provided. Device capability for scheduling the on/off timings of lighting control switchgears based on the available sun-rise and sunset. Special emergency on/off facility with wireless control. System capability to capture and provide all electrical parametres at variable time intervals and live data collection timings. Smart Energy metre with ISI marking accuracy class specified by KSEB for measuring energy consumption.
8
-
-
14.15.1
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.
63 mm· dia (OD-63 mm & ID-51 mm nominal)
1000
-
-
14.15.3
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.
120 mm dia (OD-120 mm & ID-103 mm nominal)
500
-
-
14.15.5
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.
200 mm dia (OD-200 mm & ID-175 mm nominal
100
-
-
90.12.1.25
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).
3 core 300 sq mm
200
-
-
90.12.1.34
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).
3.5 core 185 sq mm
600
-
-
90.12.1.30
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).
3.5 core 70 sq mm
100
-
-
90.12.1.28
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).
3.5 core 35 sq mm
1000
-
-
90.12.1.40
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).
4 core 10 sq mm
300
-
-
90.12.1.38
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).
4 core 4 sq mm
4100
-
-
90.12.1.3
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).
2 core 10 sq mm
1250
-
-
1.17.3
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required. 3 X 1.5 sq.mm
260
-
-
10.2.4
Supplying and making outdoor cable end jointing with cast resin compound, including lugs and other jointing materials, for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required:300 sq. mm
2
-
-
10.5.4
Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :
300 sq. mm
6
-
-
9.2.24
Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
3 1/2 X 185 sq. mm
8
-
-
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)
10
-
-
9.1.21
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 35 sq. mm (32mm)
10
-
-
9.1.32
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.
4 X 10 sq. mm (25mm)
29
-
-
od76549/2022_2023
Supplying and making end termination with copper lugs for following size of PVC insulated and PVC sheathed/XLPE aluminum conductor cable of 1.1KV grade as required for input and output of the cable 4 X 4 Sq.mm in flush terminal box of pole.
169
-
-
9.1.2
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.
2 X 10 sq. mm (19mm)
144
-
-
od76550/2022_2023
Supplying and making end termination with light of 3x1.5sqmm copper wire using proper lugs, ferrules etc on both ends of the cable.
400
-
-
2.4.2
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
6 way (4 + 18), Double door
3
-
-
2.3.3
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/Isolator
12 way, Double door
31
-
-
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
130
-
-
2.11
Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
500
-
-
2.13.1
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
40 amps
3
-
-
2.12.1
Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps
35
-
-
2.14.2
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.
40 amps
35
-
-
2.15.2
Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, 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.
40 amps
3
-
-
1.10.3
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
Group C
125
-
-
1.14.1
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required
2x1.5 sq.mm + 1x1.5 sq.mm earth wire
750
-
-
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
350
-
-
1.24.1
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
5/6 amps switch
86
-
-
1.24.4
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
3 pin 5/6 amp socket outlet
86
-
-
1.24.3
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
15/16 amp switch
35
-
-
1.24.5
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
6 pin 15/16 amp socket outlet
35
-
-
1.27.5
Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.
8 Module (125mmX125mm)
42
-
-
90.3.19.3
Supply conveyance, installation, testing and commissioning the light fittings of following types made from CRCA sheet 0.5mm thickness with all accessories and lamps directly on wall and giving connections with 16/0.20 mm 3 core PVC insulated and sheathed round copper conductor flex wire or extending the original wiring and giving connections as required
1200 mm 1X20W LED Lamp with box type fixture
70
-
-
90.4.5.2
Supply, conveyance, installation, testing and commissioning of ceiling fans of the following sizes using standard accessories excluding resistance type regulator, wiring the down rod with 16/0.20mm PVC insulated and PVC sheathed 650/1100V grade 3 core round copper conductor flex wire or with extended original wiring etc. as required.
1200mm sweep -5star rated ceiling fan complete with 300mm down rod , canopies, shackles and blades working on 230V/240V single phase A/C
2
-
-
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.
2
-
-
od76551/2022_2023
Supply of 250mm sweep Exhaust Fan suitable for operation on single phase 230V ,50Hz AC supply complete with all accessories as required complete.(Make Atomberg, Crompton or equivalent approved make)
2
-
-
od76552/2022_2023 Supply of 400m sweep, energy efficient wall fans with mounting bracket and all other accessories for fully functioning of system working on 230V/240V, 50 Hz as required. (Make: Atomberg, Crompton or equivalent approved make)
35
-
-
90.4.10
Conveyance, installation , testing and commissioning of exhaust fans of size up to 450mm in the existing opening, fixing necessary anchor bolts / bolt and nuts etc., as required including giving connections with the supplied wire along with the exhaust fan.
5
-
-
90.4.6
Conveyance, installation, testing and commissioning of wall mounting fans of all types using mounting brackets supplied along with the fan.
35
-
-
90.4.8
Charges for cutting holes suitable for accommodating exhaust fans up to 305mm sweep including plastering colour washing etc. as required.
2
-
-
5.2
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required
4
-
-
5.7
Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
375
-
-
5.9
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
210
-
-
od80270/2022_2023
Boring of earth pit ( 0-15m ) suitable for the earthing to be done as per the dimension of earth rod and it should be capable of holding 25kg electrafill compound.
150
-
-
2.10.3
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.
Double pole
1
-
-
2.16
Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts "C" curve DP MCB complete with connections, testing and commissioning etc. as required.
1
-
-
90.6.5.13
Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.
3 core 4.00 sq mm
50
-
-
od100076/2022_2023
Supply, Installation, Testing & Commissioning of 1 HP pump for Borewall with 3C x 4 sq.mm, 1.1 kV flexible copper cable of necessery length and all accessories complete as instructed by engineer in charge
1
-
-
od76557/2022_2023
Supply, Installation, Testing and Comissioning Nickel coated Copper bonded electrode made from low carbon steel. Earth rods and molecularly bonded with 99.9 % pure electrolytic copper with 250 micron coating, 17.2 mm dia with pressed contact including stainless steel nut, bolts and washers.Copper bonded rod of size (17.2mmx2000mm) with 1 nos chemical bag of 25 kg. with all accessories. Approximate weight of copper electrode is 5.62 kg. The earth rod should be properly covered with UV resistant earth pit Chamber of top 300mm, bottom 400mm and height 280mm complied to IEC62561-5:2017
75
-
-
od76560/2022_2023
Dismantling the existing transformer, transformer structure, transformer foundation etc. of transformer installation and transportation and staking of all materials at suitable location as per instruction of engineer in charge including digging out, loading and unloading on to lorries, etc. of poles of pole transformer and materials without damaging the same. Erecting the transformer on the new constructed plinth and giving connections fittings etc. as per standards.
2
-
-
od76564/2022_2023
Street Light Management System Software
Development, Installation, testing, implementation and integration of Street light Management System (LMS). Lighting Control System should be deployed to manage the entire Street Lighting System under the scope of the project. The solution should be provided a SaaS model. Fool proof communication is to be provided between luminaire and Light Management System (LMS). This could be using any or multiple form of communication networks, like LoRa, RF, GSM, etc. All group controls should have redundant communication system. System should exercise complete control over the streetlights and thus be able to monitor their functions/ operations such as Scheduling, controlling Dimming, etc.
The item covers all the necessary hardware and software required for the interface of LMS with the command and control centre as per the technical specification requirements.
1
-
-
od80251/2022_2023
Design, Engineering, Manufacturing, Transportation, installation, Testing, Supply of 11KV Outdoor Non Extensible 500 KVA Compact substation (CSS) with 2 nos. of motorised load break switch 630 A, 21 KA for 3 sec, 1 no. VCB, with 400 A 21KA for 3 sec ,500 KVA Dry Type resin cast transformer [ Losses as per IS tolerance / ECBC standard. ] and LV side Draw out type ACB -1000 A, Fixed type outgoing type 400Amps 433V 36KA 4P Fixed Manual Moulded Case Circuit Breaker with numerical release (Make: ABB/L&T/SEIL/SEIMENS/ Equivalent) MCCB(400 A x5 Nos, 100 AX1 no). Electronic trip circuit , LT bus- 1000 A, Ics=36 KA, with built in FRTU with compatible for integration with KSEB SCADA system with remote control complete in all respects. The CSS enclosure shall be suitable for placement near sea shore at 50 deg ambient temperature.FPI, RMU & Relay should be of same make for the ease of integration. FRTU and SCADA shall be of same make .PSS Manufacturer should have valid TYPE TEST REPORTS or design authorization from the OEM.
1
-
-
"
Supply, Installation,Testing and Commissioning of ongrid Solar Photovoltaic Power Plant (15KWp) conforming to MNRE specifications as amended, consisting of MonoPerc silicon solarcells, netmeteringfacility connect to grid, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:-
a)Solar Photovoltaic Module of capacity 445Wp or above, manufactured in India, conforming to IS14286/ IEC61215, IS/IEC61730-Part-1, IS/IEC61730-Part-2. Solar Photovoltaic Module conversion efficiency shal lnot be less than17%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity,which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b) Power Conditioning Unit (PCU) of 350 800V DC Input voltage range and 400VAC, threephase, 4wire ,50Hz+/-2.5Hz,output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of Array junction box, Main junction box and AC DB with separate manual isolator and interconnection panel with IP65 protection and termination arrangement for incoming and outgoing cable along with glands, lugsandotheraccessoriesetc.as required.
e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1kV grade armoured power and control cables between solar modules, main power cable to gridsupply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required.
1
-
-
od76566/2022_2023
Operation and Maintenance of landscaping works, street lighting system including maintenance of light fixtures, CCMS panel, communication charges, panel maintenance, including labor, materials, cloud hosting charges etc for 5 years after Operational Acceptance
1
-
-
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