Design, Supply, Testing and Commissioning of Floating Fish Feed Plant at RFFDA Ghoumanhasan Talab Tillo, Jammu

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge in all kind of soil.

Extra for every additional lift of 1.5 M or part therefore in all kinds of soil.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) 40mm nominal size crushed.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)(UNDER FLOOR)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including Admixtures in recommended proportions, (as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge .All work upto plinth level.

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including Admixtures in recommended proportions, (as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge All work above plinth level upto floor V level.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying DPC 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and curing complete.

Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7 kg per square meter on damp proof courses after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

Brick work with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 fine sand).

Brick work with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:6 (1 cement : 6 fine sand).

Extra for brick work in super structure above plinth level upto floor V-level.

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars. ((Thermo-Mechanically Treated bars of grade Fe-500D or more.))

Pumping out water caused by springs, tidal or river seepage, broken water mains ordrains and the like.

12mm cement plaster in fine sand of mix 1:6 (1 cement : 6 fine sand).

15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand).

Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 fine sand) including curing upto Plinth Level and above plinth level upto floor V level.

300 mm THICK LIME-SOIL MIX (1:15) IN THREE LAYERS OF 100 mm EACH. EACH LAYER WELL MIXED, SPREAD, AND COMPACTED TO OPTIMUM MOISTURE CONTENT (OMC). THE MIX SHALL BE ALLOWED TO MATURE FOR 2–3 DAYS TO PERMIT NATURAL HEAT GENERATION AND CHEMICAL REACTION BEFORE FINAL COMPACTION.

supplying & stacking of hard stone (for stone pitching) 30cm thick at site.(VOIDS TO BE FILLED WITH COARSE SAND)l.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering, lead upto 50 Mt & lift upto 1.50M.

Supplying and filling in plinth with fine sand under floors including, watering, ramming consolidating and dressing complete.

Making plinth protection 50mm thick cement concrete 1:3:6 (1 cement : 3 course sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth crushed.

Brick edging 7 cm wide 11.4cm deep to plinth protection with bricks of class designation 75mm including grouting with cement mortar 1:4 (1 cement : 4 fine sand).

Centering and shuttering including strutting, propping etc. and removal of form work for :- Foundations, footings, bases of columns.

Centering and shuttering including strutting, propping etc. and removal of form work for :- Columns, pillars, piers.

Centering and shuttering including strutting, propping etc. and removal of form work for :- Lintels, beams, plinth beams.

Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting , hoisting , fixing in position andapplying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.10.16.2 Hot finished seamless type tubes

C.G.I. SHEETS ROOFING Providing corrugated G. S. sheet roofing including vertical/curved surfacefixed with polymer coated J or Lhooks,boltsand nuts 8mm diameter withbitumen and G.I limpet washers or with G.I. limpet washers filled withwhitelead, including a coat of approved steel primer and two coats ofapproved paint on overlapping of sheets complete (upto any pitch inhorizontal/vertical or curved surface)excluding the cost of purlins, raftersand trusses and including cutting to size and shape wherever required. 12.1.5 0.63 mm thick with zinc coating not less than 275gram/m2

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS:277 and consisting of angle cleats of size 25 mm widex1.6mm thick with flanges of 27mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x40mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.5mm of required length with nuts & bolts of required size and other end of angle hanger fixed with G.I. channels 45x15x0.9 mm running at the spacing of 1200 centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having clips of 10.5 mm at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm diaX230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre to centre, with 25mm long drive-all screws @ 230 mm interval ,including fixing of gypsum board/calcium silicate board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25mm at 230mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the gypsum board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150mm on both sides of joint and two coats of primer suitable for board,

Providing ridges or hips of width 60cm overall width plain G.S. sheetsfixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I.limpet and bitumen washers complete.12.4.2 0.63 mm thick with zinc coating not less than 275gram/m2

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweepingextra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately) sal wood

Providing and fixing panelling or panelling and glazing in panelled or panelledand glazed shutters for doors, windows and clerestory windows (Area ofopening for panel inserts excluding portion inside grooves or rebates to bemeasured). Panelling for panelled or panelled and glazed shutters 25 mm to 40mm thick. 5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm)

Providing and fixing glazed shutters for doors, windows and clerestory windowsusing 4mm thick float glass panes including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws. Second class deodar wood

Providing and fixing wire gauze shutters using galvanized M.S. wire gauze ofaverage width for aperture 1.4 mm in both directions with wire of dia. 0.63 mmfor doors, windows and clerestory windows with ISI marked M.S. pressed butthinges bright finished of required size with necessary screws as per direction ofEngineer-in-charge : Second class deodar wood

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 shaftwithbrackets, 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 confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover

Providing and fixing ball bearing for rolling shutters.

Extra for providing mechanical device chain crank operation for operating rolling shutters.Exceeding 16.80 sqm in area

Extra for providing grilled rolling shutters manufactured out of 8mm dia.M.S. bar instead of laths as per design approved by Engineer-in-Charge.s.(Area of grill to be measured.)

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding

Providing and fixing aluminium tower bolts ISI marked (anodized anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 100x10mm.

Providing and fixing aluminium tower bolts ISI marked (anodized anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 150x10mm.

Providing and fixing aluminium tower bolts ISI marked (anodized anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 200x10mm.

Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 100mm.

Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm.

Providing and fixing aluminium sliding door bolts ISI marked (anodized anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 250 x 16mm.

Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour or shade with necessary screws etc. complete : Twin rubber stopper

Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade.

Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.One coat.External.

Painting with synthetic enamel paint on steel work of approved brand and manufacture to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.75mm

Steel 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, ladders, railings, brackets, gates and similar work.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. Sand for an average lead of 15 Kms.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. Stone aggregate below 40mm nominal size for an average lead of 15 Kms.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. Stone aggregate 40mm and above 40mm size for an average lead of 15 Kms.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. Bricks for an average lead of 15 Kms

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