Construction of Food Court at Koraput Municipality (Poda Line back side)

Earth work excavation in all kind of soil within initial lead of 50 m and initial lift of 1.5 m including rough dressing and leveling the bed...etc complete in all respect and as per the direction of Engineer-in-charge.

Supplying, & filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyance, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc., complete (Measurement will be taken on finished compacted section) as per specification and direction of Engineer-in-charge.

C.C (1:3:6) with 4cm size HG Crusher BROKEN metal including all cost, conveyance,royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C.

Brick work with Fly Ash bricks of size 25cmx12cmx8cm and crushing strength not less than 75 kg/cm2 in C.M.(1:4) in foundation and plinth including all charges.

Brick work with Fly Ash bricks 25cm x 12cm x 8cm size having crusing strength not less then 75Kg/cm2 in cement mortar (1:6) in superstructure per cum.

1-Brick work with Fly Ash bricks 25cm x 12cm x 8cm size having crusing strength not less then 75Kg/cm2 in cement mortar (1:4) in superstructure per cum.

Providing, lifting, hoisting and laying Reinforced Cement Concrete of M-20 grade in Column base, Column Footings, Raft Foundation,Stem of the Columns, beams, chaujja, fin, lintel, stair case, jali , shelves and slab etc as per approved designs and drawings having a minimum compressive strength ( in work test) 20N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips of approved quality from approved quarry, washed and cleaned to be mixed in concrete mixture with approved quality of cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days including, centering and shuttering then after dismantling and removing the debrises away from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials , cost of all labours, scaffolding, sundries, T&P required for the work etc. complete in all respect but the excluding cost & conveyance of M.S. rods or Tor Steel and Binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel and binding wires and tying the grills and placing in proper position as directed by the Engineer-in-charge. Sill Band

Roof beam

Linter

Coloumn Footing

Coloumn

Cutting,Straightening coiled or bent up M.S plain HYSD/TMT reinforcement bars welding or jointing if necessary bending,binding,tying the grills as required for R.C.C works,providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance,loading, unloading & taxes of M.S plain/HYSD/TMT reinforcement bars and binding wires of 18 to 20 gaugo required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S plain/HYSD/TMT reinforcement bars consumed in the work only.

Providing 12mm thick cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge

6mm thick cement plaster (1:4) to RCC Surface including closed deep chiping and all cost conveyance royalty & taxes etc completed

Providing 16mm thick cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge.

Wall painting 2 coats with weather coat over a coat of primer to inside and out side smooth surface with all cost of labour, T&P material etc complete.

Wall painting 2 coats with Distemper of approved shade over a coat of primer on new work to give an even shade with all cost of labour, T&P material etc complete.

Fixing vitrified tiles in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete excluding cost.

Fixing tile in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the ti;es including rubbing and polishing complete.

Fixing vetrified tiles in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete excluding cost of tiles.

Fixing Ceramic floor tiles in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete excluding cost.

Fixing Ceramic wall tiles in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete excluding cost of tiles as per the directionn of engineer in charge.

Providing and fixing to existing door frames 24 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).

Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately).Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension.

M.S. Grill gate made out of M.S. flat conforming to IS 2062/20006 painted with red oxide primer as pe the design approved.

Supplying, Manufacturing, fabricating & assembling of frame structure at stage area with circular/square hollow steel tube section of TATA STRUCTURE shall conform to CHS-IS-1161 & SHS/RHS of IS 4923 grade for shed component viz. column, truss, purlin etc as per approved drawing including two coat of primer & two coat of enamel painting.

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 Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws 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.

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. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover.

Providing and fixing ball bearing for rolling shutters.

Supply and fixing of 80mm thick cement concrete interlocking paver block of M=40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63.2018 (SR-2022 New Miscellaneous item-2, page-233)