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33Kv Substation Pulpally - Construction Of Cable Trench And Retaining Wall In Connection With The Extension Of Control Room Building For Providing Indoor 11Kv Panels Earthwork Excavation Dry Rubble Masonry Random Rubble Masonry Providing Weep Holes Pcc Rc, Wayanad-Kerala

Kerala State Electricity Board-KSEB has published 33Kv Substation Pulpally - Construction Of Cable Trench And Retaining Wall In Connection With The Extension Of Control Room Building For Providing Indoor 11Kv Panels Earthwork Excavation Dry Rubble Masonry Random Rubble Masonry Providing Weep Holes Pcc Rc. Submission Date for this Tender is 11-07-2022. Passenger Lift Tenders in Wayanad Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

32839558
33Kv Substation Pulpally - Construction Of Cable Trench And Retaining Wall In Connection With The Extension Of Control Room Building For Providing Indoor 11Kv Panels Earthwork Excavation Dry Rubble Masonry Random Rubble Masonry Providing Weep Holes Pcc Rc
Open Tender
Indian
Kerala
Wayanad
11-07-2022

Tender Details

33Kv Substation Pulpally - Construction Of Cable Trench And Retaining Wall In Connection With The Extension Of Control Room Building For Providing Indoor 11Kv Panels Earthwork Excavation Dry Rubble Masonry Random Rubble Masonry Providing Weep Holes Pcc Rcc Steel Reinforcement With Tmt Bars Centering Shuttering Works Filling Excavated Earth Lifting Loading And Placing Rcc Slabs

Key Value

Document Fees
INR 2950 /-
EMD
INR 18700.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: 33kV Substation Pulpally - Construction of Cable trench and retaining wall in connection with the extension of control room building forproviding Indoor 11kV panels
Sl. No. Item Description
1Earth 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. Inall kinds of soil
2Earth 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 3.0 m over and above initial lift of 1.50m, disposed earth to be levelled and neatly dressed. Inall kinds of soil
3Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
4Random 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)
5Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
6Providing 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)
7Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns etc for mass concrete
8Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
9Providing 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
10Steel 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
11Filling 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
12Lifting, loading and proper placing of precast RCC slabs ofvarious sizes (Thickness up to 10cm)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.
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