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Tender For General-Dp Ekm-2025-26 Roofing -Construction Of Courtyard Roof Structure At Ssf Okkal-General Civil Work - Roofing 2 Od1255/2025-2026:Modified Data15.25 Dismantling Paver Blocks Including Stacking Of Serviceable Material And Disposal Of Unser, okkal-Kerala

Department Of Agriculture has published Tender For General-Dp Ekm-2025-26 Roofing -Construction Of Courtyard Roof Structure At Ssf Okkal-General Civil Work - Roofing 2 Od1255/2025-2026:Modified Data15.25 Dismantling Paver Blocks Including Stacking Of Serviceable Material And Disposal Of Unser. Submission Date for this Tender is 14-08-2025. Shed Construction Tenders in okkal Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

50517804
Tender For General-Dp Ekm-2025-26 Roofing -Construction Of Courtyard Roof Structure At Ssf Okkal-General Civil Work - Roofing 2 Od1255/2025-2026:Modified Data15.25 Dismantling Paver Blocks Including Stacking Of Serviceable Material And Disposal Of Unser
Tender
Indian
Kerala
Okkal
14-08-2025

Tender Documents

Tender Details

Tender For General-Dp Ekm-2025-26 Roofing -Construction Of Courtyard Roof Structure At Ssf Okkal-General Civil Work - ROOFING 2 OD1255/2025-2026:modified data15.25 Dismantling Paver blocks including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 3 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 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 5 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) 6 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 7 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 8 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 9 OD701/2025-2026:Modified 50.10.1 Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. including the bending charge of GI built up complete 10 OD703/2025-2026:Modified 13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specificationspreparation of surface, etc. complete. On steel work 11 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) 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. 12 21.5:Providing and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron) consisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ). 13 OD704/2025-2026:Supplying and fixing outdoor 3D stainless steel letters 30 cm size height ( SS 304, 20 Gauge) over ACP sheet including labor for fixing, scaffolding and screwing charges 14 OD705/2025-2026:Supplying and fixing outdoor 3D projected Acrylic letter 15 cm height ( White color) over ACP sheet including labor for fixing, scaffolding and screwing charges 15 OD830/2025-2026:25.7. Designing, fabricating, testing, installing and fixing in position 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 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based 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 with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups 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 Architectural drawings, 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. 16 OD1333/2025-2026:Providing and fixing rectangular rain gutter/runner/drain of size top/bottom19/14cm,depth 15/12cm or required available size with iron /pvc brackets50x3mm size with self bolts and washer etc. including making necessary connections with runner ,end drops, end stops, elbows, to complete as per the direction of site engineer in charge 17 50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall 18 OD1334/2025-2026: Modified Data 17.4.1 Providing and fixingsmoothlyfinished 18mm or more thickinauguration granite stoneslabwith encarving letters and numbers including fittingall details as per the specification provided by the engineer in-charge

Key Value

Document Fees
INR 2760 /-
EMD
INR 50000.0 /-
Tender Value
INR 25.42 Lakhs /-

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