Kerala State Electricity Board Tender
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Costs
EMD
₹ 3,08,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Installing 200mva 220/110kv Tfr At Brahmapuram Ss - Civil Works-construction Of Transformer Foundation, Foundation For Equipments And Structures 220kv And 110kv Bay, Oil Collection Tank, Ground Water Tank For Firefighting System And Cable Trench.
Description
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Contact
Tender Id
2025_KSEB_739767_1Tender No
TDB02/24-25 daed 17.02.25Tender Authority
Kerala State Electricity Board ViewPurchaser Address
-Website
http://http://www.kseb.in/
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Documents
BOQ Items
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Lifting , conveying and stacking cover slabs carefully from the cable trench without any damage to the trench and other existing structures and placing the slabs back in the cable trench after trench works/cable laying if any including all labour and other expenses
3
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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)
2
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Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost and conveyance of all materials and including all labour charges etc complete
248.2
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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.
2
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Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the
serviceable material within 50 metres lead.
50
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Dismantling and stacking with in 50 metres lead, fencing posts or struts including all earth work and
dismantling of concrete etc. in base of :T or L iron or pipe
10
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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
2
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after
excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller
including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with
lead upto 50 metres
105
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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
1275
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Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked
materials.All kinds of soil
135
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Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
2830
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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)
97
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Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth exceeding 1.5 m but not exceeding 3 m
35
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Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
485
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Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
102
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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
33200
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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.
4100
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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
150
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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).
68
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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
238
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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)
7.7
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
0.37
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Fixing departmentally supplied 132lbs rail at top of the transformer plinth to lines and levels including all charges for conveying ,leveling,cutting to required length and placing it over base plate ,track and welded using spacer and fixing lip angle etc. Complete as per the specification and directions of departmental officers at site.
10.5
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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)
30
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Lifting, conveying and fixing newly casted RCC cover slab of any thickness on top of cable trenches in position including all labor, miscellaneous expenses etc complete.
5
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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.
330
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-
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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
22
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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
45
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
22
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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)
43
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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
6
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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
2.5
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Providing and fixing stainless steel (SS 304 grade) adjustable friction window stays of approved quality
with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer - in- Charge complete.355 x 19 mm
3
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Providing and fixing 100 mm brass locks ( best make of approved quality ) for aluminium doors including necessary cutting and making good etc. complete
1
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Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary necessary screws etc. complete.Powder coated minimum thickness 50 micron aluminium
3
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Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:200x10 mm
4
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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:125 mm
2
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Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper
1
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Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having
brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width
form 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc.
complete.
2
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Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structuralnon sag elastomeric PU sealant over backer rod of approved quality as perarchitectural drawings and direction of Engineer-in-charge complete,complying to ASTM C920, DIN 18540-F & ISO 11600Upto 5 mm depth and 5 mm width
6
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12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
1044
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Grading roof for water proofing treatment with:Cement mortar 1:4 ( 1 cement : 4 coarse sand )
2
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Re- fixing of Departmental supplied Angle iron post in cement concrete to install chain link fencing including cleaning ,sandpapering straightening the bends etc. complete.
10
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Providing and fixing department supplied G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer - in- Charge.
50
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
702
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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)
702
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
4
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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 15mm dia 12kgf/cm2 -Internal work- Exposed on wall
8
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Spreading 40mm metal in yard in lines and levels including removal of waste materials and cleaning the
metal etc, as per the directions of dept. officers at site- KSEB XVIII-10
78
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-
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Supplying and stacking standard heaps of 40 mm nominal size broken stone as per IS 383-1970 (7.5% quantity will be deducted for voids) - KSEB DATA XIV-4
35
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PART B - Construction of foundation of 110kV bay equipments
-
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Collecting 40mm/20mm broken stone from the existing yard and stacking outside the yard for taking measurements etc complete including cost of stacking
75
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Supplying and stacking standard heaps of 40 mm nominal size broken stone as per IS 383-1970 (7.5%
quantity will be deducted for voids)
45
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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
48
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-
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Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked
materials.All kinds of soil
1.9
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-
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Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
93
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-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.5
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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
21
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-
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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
1680
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12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
33
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-
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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.
24
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-
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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)
74
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-
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
22.04
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
22.04
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Spreading 40mm metal in yard in lines and levels including removal of waste materials and cleaning the metal etc, as per the directions of dept. officers at site
75
-
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