Tender For Horizontal Extension ( Panel Room ) Of Substation No 1 - At Cusat Thrikkakara C Us
Tender Value
14.68 Lakhs
Estimated cost
Bid Submission
01 Aug 2026
1 days left
EMD
36800
Bank guarantee accepted
Document Fee
3304
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Horizontal Extension ( Panel Room ) Of Substation No 1 - At Cusat Thrikkakara C Us
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A : Earthwork |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level andremoval of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation 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, includinggetting out the excavated soil and disposal of surplus excavated soils as directed,within a lead of 50 m.Ordinary rock |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 6 | Demolishing R.C.C. work manually / by mechanical means including stacking ofsteel bars and disposal of unserviceable material with in 50 metres lead as perdirection of Engineer -in-Charge. |
| 7 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 8 | Demolishing brick work manually / by mechanical means including stacking ofserviceable material and disposal of unserviceable material within 50 metres lead asper direction of Engineer-in-Charge.In cement mortar |
| 9 | Taking out doors, windows and clerestory window shutters (steel or wood ) includingstacking within 50 metres lead:Of area 3 sq. metres and below |
| 10 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 11 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 12 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 13 | 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 15 | Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 16 | Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 17 | Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 18 | Centering and shuttering including strutting, etc. and removal of form for:Weathershade, Chajjas, corbels etc., including edges |
| 19 | Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 20 | Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 21 | Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 22 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 23 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete above plinth level.Thermo - MechanicallyTreated bars of grade Fe-500D or more |
| 24 | Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm ornearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etccomplete |
| 25 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angleiron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittingscomplete, including applying a priming coat of approved steel primer.Using M.S.angels 40x40x6 mm for diagonal braces |
| 26 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992with necessary screws etc. complete : (Copper oxidized as per IS : 1378).125 mm |
| 27 | Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and othersections of approved make conforming to IS : 733 and IS: 1285, fixing with dashfasteners of required dia and size, including necessary filling up the gaps at junctions,i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.Aluminium sections shall be smooth, rust free, straight, mitred and jointedmechanically wherever required including cleat angle, Aluminnium snap beading forglazing /paneling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dashfasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 28 | For shutters of doors, windows & ventilators including providing and fixing hinges /pivots and making provision for fixing of fittings wherever required including thecost of EPDM rubber/ neoprene gasket required (Fittings shall be paid forseparately)Powder coated aluminium (minimum thickness of powder coating 50micron) |
| 29 | Providing and fixing glazing in aluminium door, window, ventilator shutters andpartitions etc. with EPDM rubber / neoprene gasket etc. complete as per thearchitectural drawings and the directions of Engineer - in -Charge. ( Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mmthickness (weight not less than 10kg/sqm) |
| 30 | Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to steel windows by welding |
| 31 | Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating notless than grade AC 10 as per : 1868), transparent or dyed to required colour or shade,with necessary screws complete:200x10 mm |
| 32 | Providing and fixing stainless steel (SS 304 grade) adjustable friction window staysof approved quality with necessary stainless steel screws etc. to the side hungwindows as per direction of Engineer - in-Charge complete.205 x 19 mm |
| 33 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mmnominal size) |
| 34 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 35 | Providing and laying Vitrified tiles indifferent sizes (thickness to be specified bymanufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622,of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thickbed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint withwhite cement & matching pigments etc. complete.Size of Tile 600x600 mm |
| 36 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy groutmix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kgof resin per kg). including filling /grouting and finishing complete as per direction ofEngineer-in-charge.Size of Tile 600x600mm |
| 37 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 38 | 15 mm cement plaster 1:3 ( 1 cement :3 coarse sand) finished with a floating coat ofneat cement on the rough side of single or half brick wall. |
| 39 | 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 40 | Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 41 | Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 42 | Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 43 | Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade:Two or more coats on new work |
| 44 | Painting with synthetic enamel paint of approved brand and manufacture of requiredcolour to give an even shade:Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture . |
| 45 | Engaging Man coolie |
| 46 | Engaging fitter |
| 47 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approvedsteel primer all complete. |
| 48 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayAug 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender