Tungabhadra Board Tender

Construction of Inspection Office;Plastering with CM (1:4), 20 mm thick for RR Masonry for outside surface of RR masonry above ground level etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and Ramming including cost and Conveyance of Water to work site and all operational, incidental, labour charges, hire charges of T & P etc., 2021-22APSS NO. 309 & 310) etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;RCC M-20 Nominal mix(cement:fine aggregate:coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard graniite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for FOUNDATIONS, PLINTH, PEDASTALS(BELOW PLINTH) APSS NO. 402& 403 For column footings etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;RCC M-20 Nominal mix(cement:fine aggregate:coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard graniite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for FOUNDATIONS, PLINTH, PEDASTALS(BELOW PLINTH) APSS NO. 402& 403 For plinth beam etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;RCC M-20 Nominal mix(cement:fine aggregate:coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard graniite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS APSS NO. 402& 403 For columns etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;RCC M-20 Nominal mix(cement:fine aggregate:coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard graniite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS APSS NO. 402& 403 For lintels etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;RCC M-20 Nominal mix(cement:fine aggregate:coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard graniite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for RCC SLABS, BEAMS APSS NO. 402& 403 For roof beam etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;RCC M-20 Nominal mix(cement:fine aggregate:coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard graniite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for RCC SLABS, BEAMS APSS NO. 402& 403 For slab etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;RCC M-20 Nominal mix(cement:fine aggregate:coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard graniite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for RCC SLABS, BEAMS APSS NO. 402& 403 For chejja etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Supplying, fitting and placing HYSD bar (Fe 415) reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms for External Walls etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, seigniorage charges, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials. for Internal Wallls etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing. For External faces of Walls etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Plastering with CM 2 coats, 12 mm thick, base coat in CM (1:5), 8mm thick and top coat in CM (1:3), 4mm thick with sponze finishing.for Internal even faces of walls etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Plastering with CM (1:4), 12 mm thick. for Ceiling etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Providing and applying Wall putty of White Cement or Polymer or Cement based of average 1 to 2 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying knifing paste filler by putty knife / muslin pad, air dry for 2 - 3 hrs, sand with 180 and 320 No., emery paper for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, over heads and contractors profit etc., complete for finished item of work in all floors for internal walls etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for internal walls etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for External walls etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Flooring with ceramic tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, . . Flooring for Toilets and Bath Rooms etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Providing skirting to internal walls to 15 cm height/risers of steps with ceramic tiles 7.30 mm thick length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work,,for dadooing Toilets and Bath Rooms etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Flooring with VETRIFIED Tiles set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701) etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Best Teak Wood wrought and put up over 2 metres and below 3 metres in length for External Doors etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Best Teak Wood wrought and put up over 2 metres and below 3 metres in length for internal Doors etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Framed and Planked Doors (Schedule Item No. 296) for External Doors etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Flush type Doors with 35mm Thick Flush Shutters with Bondwood solied Block Board Type Faced on Both the sides with Commercial Type Plywood (Schedule Item No. 301.) for Internal Doors etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Supply and fixing of Bath room / Toilet door shutter with 16mm laminated (IS14276) door shutter with all round?U?lipping of PPS section of size 12mm X18mmX 12mm X 0.6mm thickness with a hardware of 12mm dia X200mm long aluminum aldrop ? 2 nos( ISI make)2 No of 125mm long handles (ISI make) and also 3 no Of IS304 grade Patee Hinges 3mmX12mmX180mm long with pole receiver of 10mm dia pole X40mm long welded on 2mm X40mm (ss304) plates works as receiver for RT patte hinges.The price inclusive ofall material at site etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Furniture - Iron - for External doors (Schedule Item 292) etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Furniture - Iron - Internal doors (Schedule Item 293) etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50m in height dimension comprising of uPVC multi chambered frame with in-built roller trackand sash extruded profiles dulyreinforced with 1.60±0.2mm thick galvanized mildsteel section made from roll forming process of required length (shape & sizeaccording to uPVCprofile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket,woolpile,zincalloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40kg), G.I fasteners 100x8mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile offrame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage ofwateretc. After fixing frame the gap between frame and adjacent finished walls hall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in- Charge inclusive of cost of Single/double glasspanes, wire mesh and silicon sealent .Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth &width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shallbemade. Three track three panels sliding windowwith fly proof SSwire mesh (Two nos. glazed & one no.wire mesh panels) madeof (small series) frame92 x44mm & sash 32 x 60 mmboth having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Areaofwindowupto1.75 sqm). etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Supplying and fixing of Top Hung Ventilators made of pre - painted steel (base steel as per IS 513 of -0.58 mm thick'D"quality ,galvanized as per IS 277 with zinc of 120 GSM) primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with5-7 microns thick alkyd backer, section for out er frame o f46x52 mm section and for shutter of 46 x 46 mm section for mullion 46x70mm, TheVentilator to be panelled 4mm pin head glass with Ethylpropylene Dia mine monomer Gasket (EPDM) and the sections cut to length mitre joined with corner brocket mullions fixed using mullion cap and with handle made of high grade aluminium powder coated and nylon receiver, corner rackets made of CRCA with Zinc Phosphate, Mullion caps made of glass filled nylon,frames fixed to the concrete /masonry wall by means of self expanding screws including 10 mm square guard bars with 6" pitch complete for finished item of work. Ventilators :Top Hung 2'-0"x2'- 0" (609.6x609.6mm )outer frame section size of 46mm x 52 mmshutter frame ection size of 46mmx46mm etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Painting to new wood work and flush shutters with lappam finish , over a primary coat and painting two coats of synthetic enamel paint Grade-II VOC (Volatile Organic Compound) content less than 50 grams/litre of approved shade including cost and conveyance of all materials to site cost of primer coat and all labour charges etc. complete including applying sand paper on lappam coats for neat finish including sales & other taxes on cost of all materials etc.and overheads & contractors profit complete (APSS No.1200, 1207 & 1211) in all floors. etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Supplying and fixing M.S.grill work for Gates,windows and ventilators using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour etc., etc., complete as per specifications and as directed by the Engineer-in-Charge

Construction of Inspection Office;Painting two coats with synthetic enamel paint Grade-II VOC (Volatile Organic Compound) content less than 50 grams/litre to new iron work including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc.,and overheads & contractors profit complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207). (BLD-CSTN-12-12-197) etc., complete as per specifications and as directed by the Engineer-in-Charge