Tender For Lac-Ads-Idukki Constituency-Construction Of Waiting Shed In Kattappana Municipality & Kanchiyar Gp -Composite Work
Tender Value
19.66 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
7 days left
EMD
49156
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Idukki → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Lac-Ads-Idukki Constituency-Construction Of Waiting Shed In Kattappana Municipality & Kanchiyar Gp -Composite Work
BOQ
| Sl. No. | Item Description |
| 1 | 1.Construction Of Hi-Tech Bus Shelter at Pezhumkavala Bus stop in Kattappana Municipality |
| 2 | 1.Foundation |
| 3 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 | 4.1.8Providing 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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | 50.6.2.1Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 6 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 7 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 8 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 9 | 5.1.2Providing 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) |
| 10 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. |
| 11 | 2. Flooring |
| 12 | 4.1.8Providing 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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 13 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 14 | 11.41.2Providing 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 cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 15 | 3. Fabrication of Structure |
| 16 | 10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., 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 |
| 17 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 18 | OD390485/2025-2026Painting with Basil enamel paint of approved brand and manufacture to give an evenshade:Two or more coats on new work |
| 19 | OD390484/2025-2026[Derived from DAR 8.32]-Designing, fabricating, testing, installing and fixing inposition Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 3.25mm thick aluminium composite panel material consisting of 2.25mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised withserrations and serrated washers to arrest the wind load movement, fasteners, SS 316Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bimetalliccontacts all complete required to perform as per specification and drawingThe item includes cost of all material & labour component, the cost of all mockups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architecturaldrawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.Net Total |
| 20 | 4. Seating |
| 21 | 10.28Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or theside of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 22 | 5. Name board & Vinyl HD Print |
| 23 | OD390490/2025-2026Fabrication, supply, conveyance & installation of Granite name board indicatingthe cost involved, the commencement, completion and inauguration date etc |
| 24 | 2.Construction of Hi-Tech Bus Shelter at Vellayamkudy KSRTCoffice Junction in Kattappana |
| 25 | 1. Foundation |
| 26 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 |
| 27 | 4.1.8Providing 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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 28 | 50.6.2.1Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 29 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 30 | 5.22.6Steel 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 |
| 31 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 32 | 5.1.2Providing 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 derived from natural sources) |
| 33 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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 |
| 34 | 2. Flooring |
| 35 | 4.1.8Providing 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 36 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 37 | 11.41.2Providing 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 cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm |
| 38 | 3.Fabrication of Structure |
| 39 | 10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., 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 |
| 40 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 41 | OD390562/2025-2026Painting with Basil enamel paint of approved brand and manufacture to give an evenshade:Two or more coats on new work |
| 42 | OD390563/2025-2026[Derived from DAR 8.32]-Designing, fabricating, testing, installing and fixing inposition Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 3.25mm thick aluminium composite panel material consisting of 2.25mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised withserrations and serrated washers to arrest the wind load movement, fasteners, SS 316Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bimetalliccontacts all complete required to perform as per specification and drawingThe item includes cost of all material & labour component, the cost of all mockups at site, cost of all samples of the individual components for testing in an approvedlaboratory, field tests on the assembled working curtain wall with aluminiumcomposite panel cladding, cleaning and protection of the curtain wall with aluminiumcomposite panel cladding till the handing over of the building for occupation. Baseframe work for ACP cladding is payable under the relevant aluminium item.s TheContractor shall provide curtain wall with aluminium composite panel cladding,having all the performance characteristics all complete , as per the Architecturaldrawings, as per item description, as specified, as per the approved shop drawings andas directed by the Engineer-in-Charge. However, for the purpose of payment, only theactual area on the external face of the curtain wall with Aluminum Composite PanelCladding (including width of groove) shall be measured in sqm. up to two decimalplaces. |
| 43 | OD390561/2025-2026[Derived from DAR 50.9.11.2]Providing and fixing ACP or equivalent make paneling 3.25 mm thick, to frame, backing or studding with screws etc. complete ( Frames, backing or studding to be paid separately) as per the direction of site Engineer-incharge. |
| 44 | 4. Seating |
| 45 | 10.28Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be consideredexcluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 46 | 5. Name board & Vinyl HD Print |
| 47 | OD390568/2025-2026Fabrication, supply, conveyance & installation of Granite name board indicatingthe cost involved, the commencement, completion and inauguration date etc |
| 48 | OD390570/2025-2026Providing and Fixing HD Quality Vinyl printed sheet over existing base sheet(ACP/Equivalent fixed on MS/GI frame). etc complete. |
| 49 | 3.Construction Of Hi-TechBus Shelter at Mini Civil station bus stop in Kattappana Municipality |
| 50 | 1. Foundation |
| 51 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 |
| 52 | 4.1.8Providing 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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 53 | 50.6.2.1Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 54 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 55 | 5.22.6Steel 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 |
| 56 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 57 | 5.1.2Providing 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 derived from natural sources) |
| 58 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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 |
| 59 | 2. Flooring |
| 60 | 4.1.5Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 61 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 62 | 11.41.2Providing 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 cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm |
| 63 | 3.Fabrication of Structure |
| 64 | 10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., 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 |
| 65 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 66 | OD390582/2025-2026Painting with Basil enamel paint of approved brand and manufacture to give an evenshade:Two or more coats on new work |
| 67 | OD390583/2025-2026[Derived from DAR 8.32]-Designing, fabricating, testing, installing and fixing inposition Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 3.25mm thick aluminium composite panel material consisting of 2.25mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised withserrations and serrated washers to arrest the wind load movement, fasteners, SS 316Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bimetalliccontacts all complete required to perform as per specification and drawingThe item includes cost of all material & labour component, the cost of all mockups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding,having all the performance characteristics all complete , as per the Architecturaldrawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. Net Total 32.175sqm |
| 68 | OD390581/2025-2026[Derived from DAR 50.9.11.2]Providing and fixing ACP or equivalent make paneling3.25 mm thick, to frame, backing or studding with screws etc. complete ( Frames,backing or studding to be paid separately) as per the direction of site Engineer-incharge. |
| 69 | 4. Seating |
| 70 | 10.28Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be consideredexcluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 71 | 5. Name board & Vinyl HD Print |
| 72 | OD390589/2025-2026Supply and Installation of Name board in Acrylic Sheet with LED Strip lighteningsize range- 1.00m x 0.15m having 3inch projection. etc. complete |
| 73 | OD390588/2025-2026Fabrication, supply, conveyance & installation of Granite name board indicatingthe cost involved, the commencement, completion and inauguration date etc |
| 74 | OD390590/2025-2026Providing and Fixing HD Quality Vinyl printed sheet over existing base sheet(ACP/Equivalent fixed on MS/GI frame). etc complete. |
| 75 | 4.Construction Of Hi-Tech Bus Shelter at ST.George School Bus Stop in Kattappana Municipality |
| 76 | 1. Foundation |
| 77 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 |
| 78 | 4.1.8Providing 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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 79 | 50.6.2.1Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 80 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 81 | 5.22.6Steel 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 |
| 82 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 83 | 5.1.2Providing 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 derived from natural sources) |
| 84 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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 |
| 85 | 2. Flooring |
| 86 | 4.1.8Providing 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 87 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 88 | 11.41.2Providing 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 cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm |
| 89 | 3.Fabrication of Structure |
| 90 | 10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., 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 |
| 91 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 92 | OD391231/2025-2026Painting with Basil enamel paint of approved brand and manufacture to give an evenshade:Two or more coats on new work |
| 93 | OD391230/2025-2026[Derived from DAR 8.32]-Designing, fabricating, testing, installing and fixing inposition Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b)Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 3.25mm thick aluminium composite panel material consisting of 2.25mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised withserrations and serrated washers to arrest the wind load movement, fasteners, SS 316Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bimetallic contacts all complete required to perform as per specification and drawingThe item includes cost of all material & labour component, the cost of all mockups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding,having all the performance characteristics all complete , as per the Architecturaldrawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only theactual area on the external face of the curtain wall with Aluminum Composite PanelCladding (including width of groove) shall be measured in sqm. up to two decimalplaces. |
| 94 | OD391229/2025-2026[Derived from DAR 50.9.11.2]Providing and fixing ACP or equivalent make paneling3.25 mm thick, to frame, backing or studding with screws etc. complete ( Frames,backing or studding to be paid separately) as per the direction of site Engineer-incharge. |
| 95 | 4. Seating |
| 96 | 10.28Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be consideredexcluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 97 | 5. Electrification- Lightening/CCTV |
| 98 | 1.10.2Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group B |
| 99 | OD391234/2025-2026Supply and Installation of 9W LED ceiling panel light round/square of approved brand and manufacturer (Murphy/ Philips/ Crompton/ Equivalent), voltage-220V, Bulb base-E26 medium, Swith type- push button, mounting type- ceiling mount,power source- electric. |
| 100 | OD391235/2025-2026Supply and Installation of 32 Inch(80cm ) full HD QLED Google TV, 4K Ultra HD of approved quality/brand Toshiba/LG/TCL/Equivalent, Resolution- 1920x1080/compatible, refresh rate-60Hz, Connectivity-2 HDMI ports, 1USB ports, 1Lan, built-in Wi-Fi, Bluetooth, Digital Audio output, display-178 degree wide view angle, Contrast- 4000:1, Aspect ratio- 16:9, picture quality- Dolby vision, 1GB RAM, 8GB ROM, 64bit Quad core processor, Spoaeker-24Watts Dolby Audio etc. all complete. |
| 101 | OD391232/2025-2026SITC of CCTV System, Components:- 2MP PAN-Tilt Wi-Fi Camera -2 Nos(CPE51AR/Equivalent)., memory card-256GB, 1TB Hard disc, 4 Channel NVR, RJ-45connector, 12V SMPS, 4 POE switch etc. complete |
| 102 | 1.53.2Supplying and drawn of UTP 4 pair CAT 6 LAN cable in the existing surface/recessed steel/PVC conduit as required2 run of Cable |
| 103 | OD391233/2025-2026Supply and Installation of 4G Wi-Fi router with sim support., frequency- 2.4GHz 150Mbps Wi-Fi speed Tri band internal antenna Wi-Fi (Sim based). power consumption-12 W, Power supply-12V 1 Amp, LAN-RJ-45, Support software-2.0,operating system-Windows 7/equivalent, band width-40. etc. complete. |
| 104 | 6. Name board & Vinyl HD Print |
| 105 | OD391238/2025-2026Supply and Installation of Name board in Acrylic Sheet with LED Strip lighteningsize range- 1.00m x 0.15m having 3inch projection. etc. complete |
| 106 | OD391236/2025-2026Fabrication, supply, conveyance & installation of Granite name board indicatingthe cost involved, the commencement, completion and inauguration date etc |
| 107 | OD391237/2025-2026Providing and Fixing HD Quality Vinyl printed sheet over existing base sheet(ACP/Equivalent fixed on MS/GI frame). etc complete |
| 108 | 5.Construction Of Hi-Tech Bus Shelter at Nariyampara in Kanjiyar Gramapanchayth |
| 109 | 1. Foundation |
| 110 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 |
| 111 | 4.1.8Providing 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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 112 | 50.6.2.1Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 113 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 114 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 115 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 116 | 5.1.2Providing 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) |
| 117 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. |
| 118 | 2. Flooring |
| 119 | 4.1.8Providing 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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 120 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 121 | 11.41.2Providing 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 cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 122 | 3.Fabrication of Structure |
| 123 | 10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., 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 |
| 124 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 125 | OD390562/2025-2026Painting with Basil enamel paint of approved brand and manufacture to give an evenshade:Two or more coats on new work |
| 126 | OD390563/2025-2026[Derived from DAR 8.32]-Designing, fabricating, testing, installing and fixing inposition Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 3.25mm thick aluminium composite panel material consisting of 2.25mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws,nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) Thefastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised withserrations and serrated washers to arrest the wind load movement, fasteners, SS 316Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bimetallic contacts all complete required to perform as per specification and drawingThe item includes cost of all material & labour component, the cost of all mockups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding,having all the performance characteristics all complete , as per the Architecturaldrawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite PanelCladding (including width of groove) shall be measured in sqm. up to two decimalplaces. |
| 127 | Seating |
| 128 | 10.28Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or theside of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 129 | Name board & Vinyl HD Print |
| 130 | OD390401/2025-2026Fabrication, supply, conveyance & installation of Granite name board indicatingthe cost involved, the commencement, completion and inauguration date etc |
| 131 | 6.Construction Of Hi-Tech Bus Shelter at Parakkadavu Junction inKattappana Municipality |
| 132 | 1. Foundation |
| 133 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 |
| 134 | 4.1.8Providing 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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 135 | 50.6.2.1Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 136 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 137 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 138 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 139 | 5.1.2Providing 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) |
| 140 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. |
| 141 | 2. Flooring |
| 142 | 4.1.8Providing 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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 143 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 144 | 11.41.2Providing 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 cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 145 | 3.Fabrication of Structure |
| 146 | 10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., 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 |
| 147 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 148 | OD390594/2025-2026Painting with Basil enamel paint of approved brand and manufacture to give an evenshade:Two or more coats on new work |
| 149 | OD390595/2025-2026[Derived from DAR 8.32]-Designing, fabricating, testing, installing and fixing inposition Curtain Wall with Aluminium Composite Panel Cladding, with open groovesfor linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 3.25mm thick aluminium composite panel material consisting of 2.25mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised withserrations and serrated washers to arrest the wind load movement, fasteners, SS 316Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bimetalliccontacts all complete required to perform as per specification and drawingThe item includes cost of all material & labour component, the cost of all mockups at site, cost of all samples of the individual components for testing in an approvedlaboratory, field tests on the assembled working curtain wall with aluminiumcomposite panel cladding, cleaning and protection of the curtain wall with aluminiumcomposite panel cladding till the handing over of the building for occupation. Baseframe work for ACP cladding is payable under the relevant aluminium item.s TheContractor shall provide curtain wall with aluminium composite panel cladding,having all the performance characteristics all complete , as per the Architecturaldrawings, as per item description, as specified, as per the approved shop drawings andas directed by the Engineer-in-Charge. However, for the purpose of payment, only theactual area on the external face of the curtain wall with Aluminum Composite PanelCladding (including width of groove) shall be measured in sqm. up to two decimalplaces. |
| 150 | OD390593/2025-2026[Derived from DAR 50.9.11.2]Providing and fixing ACP or equivalent make paneling 3.25 mm thick, to frame, backing or studding with screws etc. complete ( Frames, backing or studding to be paid separately) as per the direction of site Engineer-incharge. |
| 151 | 4 seating |
| 152 | 10.28Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or theside of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 153 | 5 .Name board & Vinyl HD Print |
| 154 | OD390600/2025-2026Fabrication, supply, conveyance & installation of Granite name board indicatingthe cost involved, the commencement, completion and inauguration date etc Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysAug 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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