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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.9 LAccepted-AOC | L1 | Accepted-AOC First lowest | |
| 2 | L2₹54.9 L+₹1.0 L (1.89%)Rejected-Finance REVATHY POTHENCODE THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | L2 | Rejected-Finance second lowest | |
| 3 | L3₹56.5 L+₹2.6 L (4.91%)Rejected-Finance | L3 | Rejected-Finance Third lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
Tender Value
₹67.8 L
EMD Value
₹50,000
Closing Date
2 Aug 2024, 6:00 pmClosed
Executive Engineer
Special Buildings Division Public Office Compound Thiruvananthapuram
Maintenance of auditorium Sainik School Kazhakuttam
2024_PWD_682133_1
PWD/BLDG/TR/11900/2023_23_
Open Tender
Civil Works - Buildings
Item Rate
360 days
Sainik School
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
2 Jun 2025
24 Jul 2024
7 Aug 2024
24 Jul 2024
2 Aug 2024
24 Jul 2024
Amount
DETAILED ESTIMATE
14.43:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
OD13015/2024-2025:Removing dry or oil bound distemper, water proofing cement paint and the like by using scrapping machine and preparing the surface smooth including necessary repairs to scratches etc. complete.
14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
13.80:Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
14.66.1:Finish walls with Acryllic Smooth exterior paint of required shade:Old work ( Two or more coats applied @ 1.67 ltr/10 sqm) on existing cement paint surface
13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
12.5.1:Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limper and bitumen washers complete:1.60 mm thick with zinc coating not less than 350 gm/ m2
14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
OD68642/2023-2024:Providing and laying Engineering screed concrete of 15 mm thickness for the base of Polyurethane Epoxy based flooring by cleaning the existing base floor ,chipping and removing all loose materials, dust etc and after washing the floor with soap water with help of water jet machines. Applying a bonding slurry on the existing floor in the ratio of P51:water:cement and plastering grade mineral sand @1:2::2 by volume. The engineering screed concrete is apply over the slurry with 50 kg of cement,250 kg of P sand.20-22 Ltrs of water mixed with 500g/50 kg of cement engineering screed additive and mixing mechanically and placing and levelling for self curing for 7 days with all materials, tools, plants and labours etc complete.
OD68641/2023-2024:Providing and laying Polyurethane Epoxy based flooring over the engineering screed floor after dry curing by mild grinding,making anchor grooves of width 3 mm depth 3 mm,100 mm all around walls and 4x3 m sizes. Apply a prime coat/scratch coat water based epoxy sealer(WPM 200) Part A and Part B in the ratio 1:1 two coats (8-14 m2/Ltr) and left for drying for 8-24 hours ,Then stir Part A and Part B individually. In a suitable mixing vessel, pour Part A and start mixing with a slow speed drilling machine fixed with a mixing paddle, add Part D(pigment) minimum for one minute then add Part B and continue mixing. Finally add Part C and mix together for minimum 2 minutes to obtain a homogeneous mix.( Coverage20 kg Approx. 5.38 m² when applied at a thickness of 2mm Pack size Part A 2.45 kg Part B 3.10 kg Part C 14.20 kg Part D 250 g) The mix should be poured onto the prepared and primed substrate and spread using a trowel to achieve the desired thickness of 2 mm. As soon as the product has been laid and as work progresses, the surface should be gently rolled with a spiked roller in order to provide an even surface appearance and to release any trapped air. The work area should be protected during the installation process and let it for drying including all materials,tools,plants and labours etc complete
9.1.1: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).Second class teak wood
9.5.1.2:Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.30 mm thick shutters
9.7.1: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:Second class teak wood
21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
OD13263/2024-2025:Fabricating , supplying and fitting Stainless steel letters (English or Malayalam) to the name board with bolt and nuts, drilling and fixing to the panel with synthetic resin adhesive to correct lines and levels as per the direction of the departmental engineers. Letters made of 0.8mm Stainless steel sheet, having a height of 250mm and a projection of 25mm from the base.
OD12455/2024-2025:Supplying and fixing 4 mm thick Aluminum composite panel (ACP) for partition and cupboard work including screws etc complete.
14.54.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade:One or more coats on old work
14.58.1:French spirit polishing :One or more coats on old work
10.16.3:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
OD249140/2023-2024:Supplying and fixing sound proof wall with 15mm thick perforated Gypsum sheet to the existing MS tube frame, filling the frame with glass wool covered with cloth for sound absorption including screws, labour charges, scaffolding etc complete.
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation 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, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
6.4.2:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand)
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
OD70221/2023-2024:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the 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 cement mortar 1:4(1 cement:4coarse sand), and grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/grouting and finishing complete as per direction of engineer in charge size of tile 600 x 600 mm
OD70220/2023-2024:Providing and laying Vitrified tiles different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours & shades, in skirting, riser of steps, over 12 mm thick bed of cement mortarb1:3(1 cement : 3 coarse sand), excluding grouting the joint with white cement & matching pigments etc. complete and grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.07 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/grouting and finishing complete as per direction of engineer in charge size of tile 600 x 600 mm
15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
22.14.1:Grading roof for water proofing treatment with:Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
22.5:Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
22.14.2:Grading roof for water proofing treatment with:Cement mortar 1:3 ( 1 cement : 3 coarse sand)
OD70463/2023-2024:Constructing silt pit inside the toilet using cement concrete 1:2:4, 12mm cement plaster, SW gully trap, CP gratings of 125mm dia etc complete.
50.18.8.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2
50.18.8.4.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 32 mm pipe 10Kgf/cm2
50.18.8.7.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc 63 mm pipe 4 kgf/ cm2
50.18.8.9.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC Solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 110 mm pipe 4 kgf/cm2
50.18.9.19.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
50.18.9.20.7:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia vent cowl
50.18.9.22.5:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee
50.18.9.22.9:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia offset
OD249546/2023-2024:Providing and laying rectified ceramic floor tiles 600x600mm size (thickness to be specified by the manufacturer) of 1st quality of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement:4coarse sand) and grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/grouting and finishing complete as per direction of engineer in charge size of tile 600 x 600 mm
OD249545/2023-2024:Providing and laying rectified ceramic wall tiles 600 x 600mm of 1st quality of approved make, in all colours & shades, in walls, skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3(1 cement : 3 coarse sand), including grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.07 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/grouting and finishing complete as per direction of engineer in charge size of tile 600 x 600 mm
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
17.2.1:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid
17.7.2:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap
17.32.2:Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm
50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
18.51.1:Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
18.53.1:Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore
18.21.1.2:Providing and fixing uplasticised PVC connection pipe with brass unions: 30 cm length20 mm nominal bore
50.18.9.20.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow
50.18.9.20.3:Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Door Elbow
50.18.9.20.5:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee
50.18.9.20.6:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -63x63x63 mm dia Door Tee
50.18.9.22.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow
15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
9.117.1:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm
9.118.1:Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).
26.28.1:Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge75mm average thickness
26.29.1:Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter
OD70902/2023-2024:Providing and fixing new steel rods to the cleaned reinforcing bars including necessary welding, fixing with steel nails, scaffolding charges etc complete as per the direction of the Engineer in charge. (Item of reinforcement shall be paid separately)
5.22A.6: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
OD70912/2023-2024:Providing, mixing and applying anti corrosive coating on reinforcement with epoxy zinc rich primer a per the specification and direction of Engineer-in-charge complete in all respect.
26.31.2:Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
26.32.1:Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).12 mm average thickness.
OD68610/2023-2024:Labour engaged for removing and refixing the chairs in auditorium etc complete
15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
14.6.1:Renewing glass panes, with wooden fillets wherever necessary: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
OD12698/2024-2025:Dismantling the existing damaged bituminous sheet and disposal of unserviceable materials with 300 metres lead as per the direction of Engineer - in - charge.
OD12741/2024-2025:Dismantling the existing flooring tiles, brick jelly, other materials and cleaning the top of mother slab with Pressure jet wash and wire brush including removing all loose gravel, dirt, oil, grease, bitumen and foreign mater and disposal of waste materials with in 300m lead as per direction of Engineer in charge.
OD12833/2024-2025:Supplying and applying High build elastomeric waterproofing coating based on pure, hydrophobic polyurethane, cold applied of spray / brush applied, Poly Urethane membrane with an elongation of >350% and tensile strength of 4.7 N/mm2 as per ASTM D 2370, crack bridging ability of 3mm as per ASTM C1305, no leakage upto 5 bars of water pressure as per DIN 1048, SRI Index of 106 with UV resistance . Water proofing method consisting of applying (a) Surface preparation including cleaning work, removal of loose concrete and filling cracks with SBR based Polymer modified cement mortar. (b) Making of angle fillets all around the periphery of the wall with SBR polymer modified cement mortar and grouting the gaps of pipes with general purpose grout (non shrink cementatious wate proof grout) . (c) Laying and applying epoxy primer at the rate of 0.15kg/sqm. Epoxy primer should be dry and surface moisture should be less than 4% before PU application. (d) Laying Geo textile non woven fabric of 40gsm . (e)Applying Poly Urethene Water Proofing coating three coats with a consumption of 2.20kg/sqm over the epoxy primer applied surface.
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
OD13119/2024-2025:Providing and laying Glazed Vitrified Cladding tiles of Wooden Finishing (Sheesham Rosewood) in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer, (Kajaria of Equivalent) in all colours and shade (Sheesham Rosewood), in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6mm thickness, Grouting the joints of flooring tiles having joints of 3mm width, using epoxy grout mix of 0.70kg of organic coated filler of desired shade (0.10kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineer-in-charege Size of Tile 800x130mm.
OD13145/2024-2025:Providing and fixing Departmental Asbestos cement sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) and should be supplied in single length upto 6 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws or J bolt of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
GK NAIR
S SAJEEV
ARUNLAL S
KUNNUMPURAM CONSTRUCTIONS AND CONTRACTORS
Prakash S
Rajendra Prasad B
THIRUVANANTHAPURAM TECHNO CONSULTANCY AND LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD. NO.T.2182
Bidder Name
GK NAIR
Rajendra Prasad B
Prakash S
S. SYAM
S SAJEEV
THIRUVANANTHAPURAM TECHNO CONSULTANCY AND LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD. NO.T.2182
ARUNLAL S
KUNNUMPURAM CONSTRUCTIONS AND CONTRACTORS
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finance_1061173.pdf
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