Kerala State Electricity Board Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Upgradation Of Kuthumunda 66kv Substation Site Levelling And Construction Of Retaining Wall
Description
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Contact
Tender Id
2020_KSEB_385154_1Bid Award Id
ViewTender No
CSDN/Etender/15/20-21 dated 14.09.2020Tender Authority
Kerala State Electricity Board ViewPurchaser Address
-Website
http://http://www.kseb.in/
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Documents
Upgradation of Kuthumunda 66kV substation - Site levelling and construction of Retaining wall
BOQ Items
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Centering and shuttering including strutting, propping etc. and removal of formfor all heights :Foundations, footings, bases of columns, etc. for mass concrete
115
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256.1
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Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
430
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499.9
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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 (zone-III) : 6 graded stone aggregate 40 mm nominal size)
14
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6357.1
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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 workup to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mmnominal size)
158
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8206.75
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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.
22250
-
74.7
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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 getting out and disposal of excavated earth lead of minimum up to 1 km and lift upto 1.5 m,and compacting of earth in filling by layers (Preparation and consolidation of earth with power road roller of 8 to 12 tonne capacity) under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). as directed by Engineer-in-charge.
3600
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310.3
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Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparingthebedding surface etc. all complete Including supplying and stacking.
135
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630.45
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Supplying and laying U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia metre For RR weep holes .
110
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95.1
Evaluation Notes How It Works ?
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