Construction and Installation of additional unit of Pastillation section in Bentonite Plant

Amount

Carriage of material by Mechanical transport including loading,unloading & stacking upto 1km I.e. within Factory/Township Areas.

Lime, moorum, building rubbish

Earth.

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources :6 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :

All works upto plinth level1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

All works above plinth level upto floor V level1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removalof form for

Foundations, footings, bases of columns, etc. for mass concrete

Suspended floors, roofs, landings, balconies and accessplatform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more

Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level in allshapes and sizes inCement mortar 1:4 (1 cement : 4 coarse sand)

Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete.

Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete.

Supplying and fixing rolling shutters of approved make ; made of requiredsize M.S.laths interlocked together through their entire length and joinedtogether at the end by end locks mounted on specially designed pipe shaftwith brackets ;side guides and arrangements for inside and outside lockingwith push and pull operation complete including the cost of providing andfixing necessary 27.5cm long wire springs grade No 2 and M.S.top cover ofrequired thickness for rolling shutters80x1.25mm M.S.laths with 1.25mm thick top cover

Extra for providing mechanical devices chain and crank operation forexceeding 10.00sqm and upto 16.8 sqm in the area opening rolling shutter

Providing and fixing bolts including nuts and washers complete.

Providing & fixing at all heights, levels and locations Mill finish Aluminiumalloy roofing sheets of alloy IS designation 31500, temper Hx8 conformingto IS 737 and dimensions as per IS code 2676 with characteristics of goodformability and corrosion resistance. The profile sheets shall be fixed totruss members in slope or required pitch or curvature with Hex cap headedself drilling/tapping Stainless steel screws M6, 50 mm long with 3 mmEPDM seal washer etc. all inclusive of labour, scaffolding, T&P andsundries etc. complete as per directions of the Engineer-In-Charge. (Cost oftruss/frame work shall be paid separately).0.91 mm, troughed profile with center to center pitch of 200 mm, depth of 32mm, overall profile width1092 mm, cover width 1000mm

Providing and fixing of Pre-coated colour or mill finish Aluminium RoofingAccessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [AluminiumAlloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 micronsepoxy primer on both sides of the sheet and polyester top coat 15-18microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mmthick EPDM seal and SS plain washer complete :

Precoated/mill finish aluminium Ridges plain (500- 600mm)

Precoated/mill finish aluminium Barge board (Upto 200 mm)

Precoated/mill finish aluminium Gutter (600 mm over all girth)

Providing and Fixing Roof Top Wind Turbine Air Ventilator (HURRICANEMODEL OF SVS or equivalent) made of alluminium alloy, having vanesthickness 1 mm and ather body 1 mm to 4.00 mm , shaft stainless steel SS304 , FRP Base UV Resistant, 1.4 mtr long x

Providing & fixing UV stabilised Poly carbonate plastic sheets(conformingto IS: 14434,14443) of approved manufacture (in approved shade)extruded from polycarbonate resin & roofing up to any pitch, includingfixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.Iplain/bitumen washers complete but excluding the cost of purlins , rafters,trusses etc. The sheets shall be ultra-violet stabiliser in resin systemunder approximately 2400 psi and hot cured. They shall be of uniformpigmentation and thickness without air pockets .The sheets shall beopaque or translucent, clear or pigmented, textured or smooth (Polycarbonate sheets) as specified. 2 mm thick corrugated ( 6") as specifiedat all heights.

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

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

Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per direction ofEngineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge.

Extra for cutting reinforcement bars manually/ by mechanical means inR.C.C. or R.B. work (Payment shall be made on the cross sectionalarea of R.C.C. or R.B. work) as per direction of Engineerin- charge.

Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate

P/F Aluminium Strip 40 mm wide and 2 mm thick with hooks and washerscomplete as approved by Engineer In-Charge at all heights

Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/ appropriate Zsections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, includingnecessary filling up the gaps at junctions, i.e. at top, bottom and sides withrequired EPDM rubber/ neoprene gasket etc. Aluminium sections shall besmooth, rust free, straight, mitred and jointed mechanically whereverrequired including cleat angle, Aluminium snap beading for glazing /paneling, C.P. brass / stainless steel screws, all complete as perarchitectural drawings and the directions of Engineer-in-charge. (Glazing,paneling and dash fasteners to be paid for separately) :

For fixed portionPolyester powder coated aluminium (minimum thickness of polyesterpowder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixinghinges/ pivots and making provision for fixing of fittings wherever requiredincluding the cost of EPDM rubber / neoprene gasket required (Fittingsshall be paid for separately) Polyester powder coated aluminium (minimum thickness of polyesterpowder coating 50 micron)

Providing and Fixing of louvers made of 60x60x5 mm size Alummium Aangle in reactangular shape as per requirement, having fins of 1.6 MM Thichk aluminium sheets to be fixed horizontally in aluminim frame in such manners that to stop rain entry by not restrict the air flow in complex as per drawing attached as ANNEXURE.Anodised aluminium to be fixed on opening as per instruction of Engr in Charge.

Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene gasket etc. complete asper the architectural drawings and the directions of engineer-in-charge .(Cost of aluminium snap beading shall be paid in basic item): With floatglass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) sqm

Providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :

Providing and fixing aluminium extruded section body tubular typeuniversal hydraulic door closer (having brand logo with ISi, IS : 3564,embossed on the body, door weight upto 36 kg to 80 kg and door widthfrom 701 mm to 1000 mm), with double speed adjustment with necessaryaccessories and screws etc. complete.

Providing and fixing chromium plated brass handles with necessaryscrews etc. complete:

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

Providing and fixing double action hydraulic floor spring of approvedbrand and manufacture conforming to IS : 6315, having brand logoembossed on the body / plate with double spring mechanism anddoor weight upto 125 kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matchingto the existing floor finishing and cover plates with brass pivot andsingle piece M.S. sheet outer box with slide plate etc. complete asper the direction of Engineer-in-charge. With stainless steel cover plate minimum 1.25 mmthickness

Hiring charges for JCB Breaker with Operator, Diesel / Oil for urgent heavyRCC foundations /structures dismantling (payment for the same shallbe made on hourly basis for which JCB Breaker is run/operated forparticular job. to be arranged by the Contractor at his own cost ).

Hiring charges for tractor with Operator, Diesel / Oil andaccessories like Plougher / Harrower / Trolley, etc. for ploughing/harrowing the ground (Payment shall be made for working hoursonly)

Hiring charges for JCB ( Mechanical Excavator ) with Operator, Diesel /Oil for urgent excavation / dozing ( payment for the same shall bemade on hourly basis for which JCB is run/operated for particular job. tobe arranged by the Contractor at his own cost ).

Execution of any job non-susceptible to measurement which includesall minor consumable material, tools and tackles and the paymentshall be on basis of working hours (Major consumable / material shall be supplied by NFL and the decision of the Engineer-in-Incharge in this regard shall be final.)

Skilled ( Mason / Carpenter / Plumber / Technician etc.)

Unskilled: delivery of 50mm dia (minimum).

Note: (i) GST shall be paid extra as per NIT. (ii) Bidders may take care the Clause No.6.0 of GTC & 1.8.0 of STC while quoting the Rates. (iii) bidders must read all the Clauses of STC and Scope of Work before quoting the rates.

M/S R K GARG CONTRACTOR (BID ID -868125)