Tender For Rev Ing Of Existing Interiors Of Club House Building
Tender Value
3.72 Crore
Estimated cost
Bid Submission
08 Aug 2026
16 days left
EMD
7.50 Lakhs
Bank guarantee accepted
Document Fee
5900
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 Rev Ing Of Existing Interiors Of Club House Building
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL WORK |
| 2 | SH :EARTHWORKClearing grass and removal of the rubbish up to a distance of 1km outside the periphery of the area cleared. |
| 3 | Earth work in excavation by means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m,getting out the excavated soil and disposal of surplus excavated soil as directed, within 50 m lead as directed by the Engineer- in-Charge.All kind of soil |
| 4 | Earth work in excavation by means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within 50 m lead as directed by the Engineer- in-Charge. lift of 1.5m to 3.00m or part there of All kinds of soil |
| 5 | Extra for Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto1.50m, disposed earth to be levelled and neatly dressed:All kinds of soil in or under water and or liquid mud, for pumping out water as required.( The depth measured from the sub soil water level up to the center of gravity of the quantity executed in difficult conditions.The depth of center of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.) unit of measurement will be cum per meter depth |
| 6 | Filling available excavated earth(excluding rock) in trenches, under floors,plinth,sides of foundation,in areas etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering,lead upto 300 m including cost and conveyance of all materials,labour charges, etc complete at all levels as directed by the Engineer-in-Charge. |
| 7 | Filling in plinth,or trenches, under floors, in areas with crusher sand including watering, ramming, consolidating and dressing including cost and conveyance of all materials, labour charges, lead, lift etc. complete at all levels as directed by the Engineer-in-Charge. |
| 8 | Disposal of surplus excavated earth / building rubbish / malba / similar unserviceable,dismantled or waste materials by mechanical means, including loading, transporting, unloading within Airport premises or as directed by Engineer-in-Charge, beyond 50 m initial lead upto 5km including all lifts involved. |
| 9 | SH :CONCRETE AND MASONRY WORKProviding and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead ,lift , etc. complete for all work up to plinth levels as directed by Engineer- in-Charge. 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 10 | Providing and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead ,lift , etc. complete for all work up to plinth levels as directed by Engineer- in-Charge. 1:2:4 (1 Cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 11 | Providing and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead ,lift , etc. complete for all work up to plinth levels as directed by Engineer- in-Charge. 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) |
| 12 | Providing and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead lift , etc. complete as directed by Engineer-in-Charge at all levels. For screed concrete 1:2:4 (1 Cement : 2coarse sand : 4 graded stone aggregate 6mm nominal size) |
| 13 | Providing and constructing Solid concrete block masonry M-10 grade in C.M1:6(1cement, 6 crusher sand) with Solid blocks of 30x20x15 cm size and approved quality including scaffolding, raking out of joints, curing, cost and conveyance of all materials, labour, lead, lift, etc. complete for all types of masonry works in super structure above the highest plinth level as directed by Engineer-in-charge at all levels |
| 14 | Extra for providing and mixing water proofing compound in cement concrete work, masonry work, plastering etc in the proportion recommended by the manufacturers including cost and conveyance of all materials, labour, curing, lead lift , etc. complete as directed by Engineer-in-Charge at all levels. |
| 15 | Extra rate for PCC 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)in or under water and or liquid mud,including pumping out water and removing slush etc as required and as directed by the Engineer-in-Charge(The quantity will be calculated by multiplying the depth measured from the subsoil water level up to centre of gravity of concrete under sub soil water level with quantity of concrete in cubic meter executed under sub-soil water.The depth of center of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.) |
| 16 | SH : RCC WORKProviding and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-30 grade conforming to IS 456 or IS 10262 for reinforced cement concrete for footing,pile cap,column,plinth beam,lift pit,sump,holding tank etc using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite broken stones, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion of 0.5%of weight of cement (asper IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-Charge. Minimum cement content is 410Kg/m3.All work upto plinth level. |
| 17 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-30 grade conforming to IS 456 or IS 10262 for reinforced cement concrete for column, beam, slab, lintel, staircase, Over head tank etc using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite broken stones,excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion of 0.5% of weight of cement (asper IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-Charge. Minimum cement content is 410Kg/m3.All work above plinth level upto floor V level. |
| 18 | Providing ,hoisting and fixing at all level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, slabs,brackets etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand conforming to IS383), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete as per direction of Engineer-in-charge but excluding the cost of reinforcement with design mix cement concrete of M-25 grade conforming to IS 456 or IS 10262.Minimum cement content considered in this item is @ 400 kg/cum |
| 19 | Providing and fixing reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding with 16 gauge GI binding wire etc complete including cost, conveyance, lead, lift of all materials for all types of RCC works as per drawing/specification and as directed by Engineer-in-Charge at all levels.Thermo-Mechanically Treated bars |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns etc. for mass concrete. |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform. |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slab and breaks in floors and walls under 20 cms wide |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for :Walls of (any thickness) including attached pilasters butteresses plinth and string course etc. |
| 24 | Extra rate for RCC work in or under water and or liquid mud,including pumping out water and removing slush etc as required and as directed by the Engineer- in-Charge.(The quantity will be calculated by multiplying the depth measured from the subsoil water level up to centre of gravity of concrete under sub soil water level with quantity of concrete in cubic meter executed under sub-soil water.The depth of center of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.) |
| 25 | SH : STEEL WORKSupplying and fixing Colour coated GI rolling shutters of approved make, made of required size GI laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, GI side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 part 1 and GI top cover of required thickness for rolling shutters including two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, including cost and conveyance of all materials, labour charges,lead,lift etc complete as directed by Engineer in Charge at all levels: 80 x 1.25mm GI laths with 1.25mm thick top cover |
| 26 | Providing and fixing ball bearing for rolling shutters including cost and conveyance of all materials, labour, etc. as directed by the Engineer-in-Charge at all levels. |
| 27 | Extra for providing capsule type GI rolling grill for rolling shutter instead of laths as per the design approved by the Engineer-in-Charge(area of grill to be measured) |
| 28 | Extra for providing automation system to rolling shutter with remote control and other related accessories including cost and conveyance of all materials,labour charges,lead,lift etc complete as directed by Engineer in charge. |
| 29 | Steel work in built up tubular ( round, square or rectangular hollow sections etc.) trusses etc., including cutting, hoisting, fixing in position and applying two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, etc. including welding and bolted with special shaped washers etc, cost and conveyance of all materials,labour charges, scaffolding, lead,lift etc complete as directed by Engineer-in-Charge at all levels.Electric resistance or induction butt welded tubes |
| 30 | Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, etc. including cost and conveyance of all materials, labour, scaffolding, lead,lift etc. complete as directed by Engineer- in-Charge at all levels. |
| 31 | SH:- JOINERY WORKSProviding and fixing aluminium work for doors, windows, ventilators and frame work for partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners 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 jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) |
| 32 | Providing and fixing powder coated aluminium work for doors ,windows& partitions with extruded built up standard tubular sections/appropriate Z sections & other sections of approved make confirming to IS:733 & IS:1285 fixed with rawl plugs & screws or with fixing clips including necessary filling up of gaps at junctions,at top,bottom & sides with required PVC/neoprene felt etc.Aluminium sections shall be smooth,rust free,straight,mitred & jointed mechanically where ever required including cleat angle,aluminium snap beading for glazing/panelling,cp brass/stainless steel screws,removing the stickers clearly all complete as per architectutral drawings & directions of Engineer-in-Charge at all levels.(glazing & panelling to be paid seperately).Minimum thickness of powder coating for powder coated Aluminium shall be 50 micron.For fixed portion |
| 33 | Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutters 25 mm to 40 mm thick. Marine plywood conformingto IS : 710 |
| 34 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss/ matt/suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS: 2046 Types S, including cost of adhesive of approved quality. 1.0 mm thick |
| 35 | Providing and fixing 12 mm thick toughened glass on existing approved frame for partition work as per manufacturers specification. The rate shall includes cost and conveyance of all materials, labour charges, lead, lift, ,all fixing arrangement and making necessary holes,glass to glass joining (with silicon ) etc all complete as per approved drawing as directed by Engineer-in-Charge .All toughened Glass shall be heat soaked.(frame work shall be measured under relevent item) |
| 36 | Providing and fixing glass partition using laminated toughened safety glass made of 6 mm clear toughened glass + 1.52 mm PVB interlayer + 6 mm clear toughened glass, factory laminated, clear and transparent, conforming to relevant IS standards, with smooth machine-polished edges.Glass to be fixed in approved framework as per drawing.The rate shall includes EPDM gaskets, fasteners, sealant, cut-outs, holes, labour, transportation, handling, and installation, complete as per drawings and site conditions.All toughened Glass shall be heat soaked.(frame work shall be measured under relevent item) |
| 37 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately),including applying 2 coat PU ceramic coat, the surface suitably cleaned by using sand paper, filling of grains with wood filler and dent filler by applying approved wood stain for getting required shade over 2 coats of PU sealer ,sanding the surface after applying PU sealer and applying 2 coats of PU ceramic matt top coat. etc complete as per drawing. Second class teak wood. |
| 38 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 35 mm thick shutters,including applying 2 coat PU ceramic coat, the surface suitably cleaned by using sand paper, filling of grains with wood filler and dent filler by applying approved wood stain for getting required shade over 2 coats of PU sealer ,sanding the surface after applying PU sealer and applying 2 coats of PU ceramic matt top coat. etc complete as per drawing.Second class teak wood. |
| 39 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : ,including applying 2 coat PU ceramic coat, the surface suitably cleaned by using sand paper, filling of grains with wood filler and dent filler by applying approved wood stain for getting required shade over 2 coats of PU sealer ,sanding the surface after applying PU sealer and applying 2 coats of PU ceramic matt top coat. etc complete as per drawing.Second class teak wood. |
| 40 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). |
| 41 | Extra for providing louvers in wooden doors as per drawing and as directed by the Engineer in charge |
| 42 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws ,providing and applying 2 coat PU ceramic coat, the surface suitably cleaned by using sand paper, filling of grains with wood filler and dent filler by applying approved wood stain for getting required shade over 2 coats of PU sealer ,sanding the surface after applying PU sealer and applying 2 coats of PU ceramic matt top coat etc complete on wood work as directed by the Engineer in charge.etc.Approved hard wood. Please Enable Macros to View BoQ information |
| 43 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws ,providing and applying 2 coat PU ceramic coat, the surface suitably cleaned by using sand paper, filling of grains with wood filler and dent filler by applying approved wood stain for getting required shade over 2 coats of PU sealer ,sanding the surface after applying PU sealer and applying 2 coats of PU ceramic matt top coat etc complete on wood work as directed by the Engineer in charge.etc.Approved hard wood. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
TodayAug 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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