Kerala State Electricity Board Tender
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Kerala State Electricity Board - KSEB Tender
Eprocure
Opening Date20 Oct 2021
Closing Date3 Nov 2021
Tender Amount₹ 1,01,78,766
Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Construction Of Foundation For Equipment/ Structures
Description
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Contact
Tender Id
2021_KSEB_442243_1Tender No
08/EE/TDP/KZM/21-22Tender Authority
Kerala State Electricity Board ViewPurchaser Address
-Website
http://http://www.kseb.in/
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Documents
BOQ Items
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Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats
205
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1.97
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Dismantling existing G.I. chain link, fabric fencing mesh size 50x50 mm with 2 mm dia wire or nuts, bolts and washers as per the direction of Engineer - in- charge, Made of G.I. wire of dia 4 mm
110
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92.81
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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 in All kinds of soil
370
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214.03
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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 40 mm nominal size
42
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7211.15
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Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 500 mm dia piles
420
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2500.08
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Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 450 mm dia piles
350
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2125.98
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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
125
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9413.54
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Add for using extra cement in the items of design mix over and above the specified cement content therein
267
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792.52
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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
145
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9085.14
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Filling available excavated 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.
130
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258.57
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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
43000
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98.3
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Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete
850
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335.31
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Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
320
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717.2
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12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand)
600
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314.09
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Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
321
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167.39
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Placing in position/ rearrangement of precast RCC slab over the trench as per the direction of Engineer - in- charge.
9
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1144.94
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Stub setting in correct alignment for 110 kV yard columns, surveying and fixing the stubs with template for the set including removing the template after the expiry of the pre-determined time etc. complete as per the direction of Engineer - in- charge
11
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710.47
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Stub setting in correct alignment for Isolators surveying and fixing the stub using template for the set including removing the template after the expiry of the pre-determined time etc. complete as per the directon of Engineer - in- charge
3
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568.37
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Stub setting in correct alignment for LA ,LI or BI ,CT,CB, and PT, fixing the stub with template for the set including removing the template after the expiry of the predetermined time etc. as per the directon of Engineer - in- charge
11
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239.55
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Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
750
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154.17
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
32
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143.05
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Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer -in-Charge. Single pile upto 50 tonne capacity Initial test
1
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62995.11
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