Kerala State Electricity Board Tender
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Kerala State Electricity Board - KSEB Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date21 Nov 2024
Closing Date16 Dec 2024
Tender AmountRefer Documents
Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Reconstructing Damaged Portion Of Compound Wall At 220kv Gis Substation, Vizhinjam
Description
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Contact
Tender Id
2024_KSEB_707161_1Tender No
02/TSD-NTA/2024 - 25/dtd 19.11.2024Tender Authority
Kerala State Electricity Board ViewPurchaser Address
-Website
http://http://www.kseb.in/
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Documents
BOQ Items
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
-
-
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
85
-
-
Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -inCharges:In cement mortar
16
-
-
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
25
-
-
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
290
-
-
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
15
-
-
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
275
-
-
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 to 3m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
25
-
-
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)
25
-
-
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)
175
-
-
Random rubble masonry with hard stone (supplied departmentally) 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) 7.1.1 modified
15
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-
DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
17.5
-
-
Providing weep holes using 75 mm dia. PVC pipes working pressure 4kg/sq.cm including cost of material conveyance, labour charges etc complete
75
-
-
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
120
-
-
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)
2
-
-
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
145
-
-
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
310
-
-
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
18020
-
-
Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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
30
-
-
Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available
size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in :
CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
45
-
-
Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5
conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1
cement : 6 coarse sand):With F.P.S. ( non modular ) bricks
6
-
-
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.
405
-
-
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
1350
-
-
12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Raised Band
2910
-
-
Providing rough finish to the plastered surface for the area enclosed by borders (paid separately) using cement mortar 1:3 in liquid phase of required consistency, sprayed with cement sprayer plaster machine
to required finish, including cost of materials, labour, hire charges of machine etc, complete as per the
direction of Engineers in charge
85
-
-
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
625
-
-
Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural
steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
440
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
810
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
[MATERIAL SUPPLIED DEPARTMENTALLY]
210
-
-
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every
15th post, last but one end post and corner post shall be strutted on both sides and end post on one side
only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire
weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn
buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :-
Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
2640
-
-
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)
1325
-
-
Finishing walls with water proofing cement paint of required shade :Old work (one or more coats @ 2.20
kg/10 sqm) complete
75
-
-
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
25
-
-
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