Kerala State Electricity Board Tender
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Kerala State Electricity Board - KSEB Tender
Civil And Construction
Electrical and Electronics
Electrical Works
Eprocure
Opening Date9 Dec 2024
Closing Soon26 Dec 2024
Tender Amount₹ 71,92,833
Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Yard Equipment Foundation Works Fire Wall Cable Trench At 110kv Ss Thiruvaly
Description
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Contact
Tender Id
2024_KSEB_713916_1Tender No
ET/TCSD-NBR-02/2024-25 dtd.07.12.2024Tender Authority
Kerala State Electricity Board ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
special instructions documents to tenderor
BOQ Items
... More
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.
2.7.1 Ordinary rock
140
417
58441.6
... More
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. Extra for first addional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials. For Ordinary rock
5
609
3047.05
... More
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.
2.7.3 Hard rock (blasting prohibited
5
1203
6018.35
... More
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.
In Hard rock (blasting prohibited) Extra for FIRST_ADDITONAL LIFT-( 1.5 m to 3 m depth)
5
1395
6978.2
... More
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 upto 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
170
298
50796
... More
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 upto 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 -Extra for first addional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials.All kinds of soil.from 1.5 m to 3 m depth
100
405
40584
... More
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 upto 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 -Extra for Second addional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials.All kinds of soil.from 3 m to 4.5 m depth
20
512
10257.6
... More
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
2.9.1 Ordinary rock
65
530
34503.3
... More
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
In Ordinary rock- Extra for 1st additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.
-for Ordinary rock
25
722
18069.75
... More
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
In Ordinary rock- Extra for 2nd additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.
-for Ordinary rock
5
914
4573.8
... More
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
2.9.3 Hard rock (blasting prohibited)
5
1279
6399.4
... More
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
In Hard rock- Extra for 1st additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. (1.5 m depth to 3 m)
-for Hard rock
5
1471
7359.25
... More
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
In Hard rock- Extra for 2nd additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.( from 3 m depth to 4.5 m depth)
-for Hard rock
4.25
1663
7071.24
... More
Providing and laying in position cement concrete specified grade of cement concrete, excluding the cost of centering, shuttering, - All work up to plinth level :CC 1:4:8 ( 1 cement: 4 coarse sand(Zone III): 8 graded stone aggregate 40mm nominal size)
50
6857
342880.5
... More
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: 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
260
8642
2247000.6
... More
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 : RCC 1:1 1/2: 3 ( 1 cement: 1 1/2coarse sand (ZoneIII): 3 graded stone aggregate 20mm nominal size)
5
9142
45710.4
... More
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : : RCC 1:1 1/2: 3 ( 1 cement: 1 1/2coarse sand (ZoneIII): 3 graded stone aggregate 20mm nominal size)
5
11022
55113.55
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
5
11564
57824.65
... More
Centering and shuttering including strutting, propping etc. and removal of formwork for all height for Foundations, footings, bases of columns, etc. for mass concrete
1250
337
421762.5
... More
Centering and shuttering including strutting, propping etc. and removal of formwork for all height for Column, Pillars, Piers, Abutments, Posts and Struts
20
869
17381.2
... More
Centering and shuttering including strutting, propping etc. and removal of formwork for all height for Lintels, Beams, Plinth Beams, Girders, Bressumers and Cantilevers
30
653
19616.7
... More
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
17000
98
1681300
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
8
9249
73999.04
... More
Plastering with 12 mm thick cement plaster of mix 1:4
250
316
79022.5
... More
Stub setting of 110KV yard structures and equipment structures to lines and levels as per approved drawings and directions of departmental officers including arranging templates, grouting, anchoring, removing the template after completion, hire charges of all required tools and plants etc. complete
12
978
11742
... More
Setting foundation bolts for equipment structures to lines and levels as per approved drawings and directions of departmental officers including arranging templates, grouting, anchoring, removing the template after completion, hire charges of all required tools and plants etc. complete
88
686
60448.08
... More
Filling available excavated earth(excluding rocks) in trenches, plinth, sides of foundation etc in layers NOT exceeding 20cm in depth , consolidating each deposited layer by ramming and watering , lead up to 50 m and lift upto 1.5 m
460
260
119682.8
... More
Lifting, loading and proper placing of precast RCC slabs of various sizes by manual conveyance from casting yard to the trenches wherever necessary, safely without causing any damages to cables and slabs, placing neatly by levelling, aligning, removing waste particles from trench etc complete including hire charges for necessary tools etc complete as per direction of departmental officers at site.
50
233
11661.5
... More
Providing and fixing expansion hold fasteners on C.C./R.C.C./Brick masonry
8.8 surface backing including drilling necessary holes and the cost of bolt etc complete. 8.8.1.3 Fastener with threaded dia 12 mm-
1420
65
92640.8
... More
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
3500
155
542955
... More
Galvanising of cable tray of cable trenches fabricated at 110 kV Substation,Thiruvaly by hot dip galvanizing method as per IS 4759/1979,IS 2633/86,IS 2629/85 and its latest amendments ,if any , including cost of materials used for galvanising ,including all incidental charges required for proper completion of the work such as labour charges for loading and unloading at 110 kV Substation,Thiruvaly ,including contractor's plant,transporting charges (to and from) 110kV Substation Thiruvaly to the Galvanization Plant and return after process and stacking for counting etc. complete
3500
18
65975
... More
White washing with white cement to give an even shade
84
34
2929.92
... More
Wall painting with acrylic emulsion paint of approved brand andmanufacture to give an even shade : Two or more coats on new work
84
152
12796.56
... More
Supplying conveying erecting and placing in position 90 Lbs rail providing sufficient anchoring arrangements,keeping exact line and levels for transformer plinth as per direction of departmental oficers at site
550
113
62425
... More
Erection of yard structures and assembling of columns and beams using bolt and nut including punching of holes.
30
7813
234411.9
... More
Supplying, stacking and laying quarry muck consisting of pebbles of various sizes (maximum nominal size not to exceed 60mm) and quarry dust including cost and conveyance of quarry muck and labour charges for consolidation to improve the bearing capacity of soil wherever necessary.
220
1353
297761.2
... More
Carriage of material (excess earth)by manual labour including loading,unloading and stacking for lead less than 0.5 km. cost of carriage of earth including loading, unloading and stacking for 1st 50 m
250
239
59957.5
... More
Fabrication of structures for erecting equipments. The GI & MS angles will be supplied departmentally
25
3658
91463.75
... More
Cutting of steel angle in yard structure erection
100
204
20463
... More
Drilling holes in yard structure
150
55
8398.5
... More
Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete ( Measurements to be taken of the face area timbered) 2.18.1 Depth not exceeding 1.5 m
450
137
61983
... More
Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete ( Measurements to be taken of the face area timbered):
2.18.2 Depth exceeding 1.5 m but not exceeding 3 m
200
153
30740
... More
Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete ( Measurements to be taken of the face area timbered):
2.18.3 Depth exceeding 3 m but not exceeding 4.5 m
45
170
7671.6
... More
Excavation in rock and boulders above 500dm3 in size by non explosive agent/ splitter or any other method without resorting to the use of conventional explosive materials with jack hammer etc. drilling , conveying and disposing the unserviceable materials including all leads and lifts , cost of compressed air , jack hammer etc complete (chemical blasting)
5
7289
36448.95
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