Irrigation And CAD Department Tender

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Providing and fixing in position 10mm thick plaster of paris ( Gypsum anhydrous ) for ceiling curved surface upto a height of 5 m above floor level overaluminium strips 25mm / 6mm with 10mm gap in between and reinforced with rabbit wire mesh fixed to meatal frames including cost of materials, labour, curing complete as per specifications.

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Extra over item No. 8.7-1 and 8.7-2 for any sunk or raised moulded design plaster of paris ( Gypsum anhydrous ) ceiling

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Providing applying two coats of wall putty to inside plastered walls and ceiling using white cement putty. Scrapping and levelling the surface using steel blade and preparing the surface even and smooth by using different grade sand papers, including cost of all materials, cost of labour and scaffolding etc., complete as per the specification.

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications.

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications.

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Providing and fixing aluminium casement windows, combination of fixed glazing at top fully openable windows using Z sections of 33mm, web thickness 4mm, weight 0.663 kg/m; central mullion section 59x33mm with web thickness 3mm section weight 1.123kg/m; the shutters on aluminium hinges with approved quality of fixtures such as aluminium tower bolts, handles, stays etc., providing and fixing 5.5mm plain glass for shutters fitted with glazed clips 19mmx17.3mmx11mm. 0.9mm thick and rubber beading, aluminium sections cutting to required length, joints metered, subdividing the frame tennoned and rivetted, assembled frame to be stiffened with end clips at corner, angles and fixed to wall, lintel beam, floor;cill, as the case may be with necessary screws, rawl plugs, cutting masonry or concrete and making good the orginal surface; aluminium surface pretreated for removal of any rust and coated with greasy materials for nonadherence of mortar or any other sticky materials; (coating removed after instalation) and throughly cleaned free from dirt, rust etc., including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section anodized to 12 - 15 microns.

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;KSRB 7.17 : Providing, fabricating, assembling and fixing in position aluminium doors using following aluminium mat finish or glossy finish, outer frame plain section 101.6x44.45mm thickness 3.18mm, section weight 2.404 kg/m, door shutters vertical section 44.62x44.45mm thickness 3.18mm, section weight 1.505kg/m, top section 47.62x44.45mm thickness 3.00mm, section weight 1.426kg/m bottom section 114.3x44.45 thickness 3.18mm, section weight 2.646kg/m, door central section 49.91x44.45mm thickness 3.00mm, section weight 1.495 kg/m glazing clips 19x17.3x11mm thickness 0.9mm section weight 0.124kg/m; aluminium sections cut to length joint metred cornersgrinded, the shutters pivoted opening arrangement with heavy duty aluminium alloy automatic door closures floor mounted, providing and fixing standard approved accessories, such as aluminium handle for full width or length, tower bolts, lock, pivots: P.V.C. or rubber gasket with 5.5m. thick plain glass for top and bottom panel; aluminium sections treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non-adherance of mortars or any other sticky materials; the assembled frame fitted with the corner angles, strips and fitted with screws, rawl plugs or teakwood gutties to R.C.C. columns or masonry on sides. beams and flooring in bottom. including cutting, chistling and making good with cement mortar to match the surface; all the frames throughly cleaned free from rust, scale, or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. using aluminium section anodized to 12 - 15 microns.

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Wooden cot of size 78"x72" model no 605

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Duroflex mattress of size 78"x72"x 6" (Rate as per Quotation)

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Supply of bed spreed double white 108"x108"

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Supply of bed spreed double Printed 108"x108"

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Supply of Double Blankets 90"x100"

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 32mm nominal OD pipes

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually ( other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables ) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications.

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Providing and laying integral cement based waterproofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc., consisting of following application. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with proprietary water proofing compound conforming to IS:2645 over the RCC slab after cleaning the surface before treatment. (b) Laying cement concrete using broken brick bats 25mm to 100mm size with 50% of cement mortar 1:5 admixed with proprietary water proofing compound conforming IS:2645 over 20mm thick layer of cement mortar 1:5 admixed with proprietary water proofing compound to required slope and treating similarly the adjoining walls upto 300mm height including rounding off junctions of walls and slabs. (c) After two days of proper curing, applying a second coat of cement lurry admixed with proprietary water proofing compound (d) Finishing the surface with 20mm thick joint less cement mortar of mix 1:4 admixed with proprietary water proofing compound and finally finishing the surface with trowel and neat cement slurry and making of 300x300mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test including cost of materials, labour complete as per specifications.

Construction of Compound wall and plantation at Left side of Canal in between Km.48/500 to Km.49/70;Procurement of Forest Trees( Species) for new plantations etc complete as directed by the department Enginner at site of work.