Development of Heliports under RCS UDAN-2 at Parbung, Manipur

Amount

PACKAGE -1(A) - ( PASSENGER TERMINAL BUILDING )

( ARCHI TECTURE AND STRUCTURE )

EARTH WORK :

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

All kind of Soil

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

All kind of Soil

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 50 m, as directed by Engineer-in-charge.

All kind of Soil

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 up to 50 m and lift 1.5 m.

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

Supplying chemical emulsion in sealed containers including delivery as specified.

Chlorpyriphos/Lindane emulsifiable concentrate of 20%.

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.

All kind of Soil

Diluting and injecting chemical emulsion for PRE CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion)

Treatment of soil under floors and apron using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 : 2 (1 cement : 2 coarse sand) to match the plinth level.

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

CONCRETE WORK :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.

1 : 4 : 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, copping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., upto floor V level, excluding the cost of centering, shuttering and finishing.

1 : 2 : 4 ( 1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).

Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grounted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Providing and laying damp-proof course 40 mm thick with cement concrete 1 : 2 : 4 ( 1 cement : 2 course sand (zone-III) : 4 graded stone aggregate 12.5 mm nominal size).

Extra for providing mixing water proofing materials in cement concrete work in doses by weight of cement as per manufacturer's specification.

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

R.C.C. WORK :

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement concrete as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agited mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.C.M. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).

All works upto Plinth level.

All works above Plinth level upto floor V level.

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.

Centering and shuttering including strutting, propping etc. and removal of form for all heights.

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

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

Columns, Pillars, Piers, Abutments, Posts and Struts.

Shelves (Cast in situ)

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.

BRICK WORK :

Brick work in common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in

a) Cement mortar 1 : 6 ( 1 cement : 6 coarse sand)

Half brick masonary with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level.

a) Cement mortar 1 : 4 ( 1 cement : 4 coarse sand)

Extra for providing and placing in position 2 Nos. 6 mm dia. M.S. bars at every third course of half brick masonary.

MARBLE WORK :

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen plateforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texure laid over 20 mm thick base cement mortar 1 : 4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, cutting, moulding and polishing to edges to give high gross finish etc. complete at all levels.

Granite of any colour and shade

Area of slab upto 0.50 sqm.

Area of slab over 0.50 sqm.

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.

Granite work.

Extra for fixing marble/granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.

Extra for for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.

Providing and laying flamed finished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm(average) thick base of cement mortar 1 : 4 ( 1 cement : 4 course sand ) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Enginee-in-charge.

Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

WOOD WORK :

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.

Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS : 12823 marked.

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

Providing and fixing aluminium Tower bolts bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete.

Providing and fixing aluminium handles bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete.

Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc. complete as per direction of Engineer-in-charge.

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

STEEL WORK :

Structural steel work riveted, bolted or welded in built up sections, trusses and frame work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia. Double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia. Polymide PA 6 grade sleeve, including drilling of hole in frame, concrete/masonary, etc. as per direction of Engineer-in-charge.

FLOORING WORK :

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 coarse sand ) and joining with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement mixed with pigment of matching shade complete.

Providing and laying vitrified floor tiles in different sizes ( thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1 : 4 ( 1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grounting the joints with white cement and matching pigments etc. complete.

Size of Tile 600 × 600 mm.

Providing and laying rectified Glazed Ceramic floor tiles of size 300 × 300 mm or more (thickness to be specified by the manufacturer), or 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1 : 4 ( 1 cement : 4 coarse sand), joining with grey cement slurry @ 3.3 kg/sqm including grounting the joints with white cement and matching pigments etc. complete.

ROOFING WORK :

Providing and fixing tiles false ceiling of specified materials of size 595 × 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanised @ 120 grams/sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and size of 24 × 38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24 × 25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200 × 600 mm and secondary cross "T" of length 600 mm and size 24 × 25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200 × 600 mm panel to form grid of 600 × 600 mm and wall angle of size 24 × 24 × 0.3 mm and laying false ceiling tiles of approved texure in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 × 37 × 25 × 1.6 mm fixed to ceiling with 12.5 mm dia. and 50 mm long dash

fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 × 30 × 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyster paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.

12.5 mm thick fully perforated Gypsum Board tile made from plasterboard having glass conforming to IS : 2095 part I, of size 595 × 595 mm, having performation of 9.7 × 9.7 mm at 19.4 mm center to center with borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing.

Providing and fixing Colour Coated Galvalume, Trapizoidal profile sheeting of 0.50 mm thickness tolerance ± 5% Total Coated Thickness TCT of materials 550 Mpa for roofing cladding application. The Trapizoidal profile Sheet shall be 28-32 mm in Crest height with 2 Stiffener Ribs with Subtle Square Fluting in the six pans at Nominal 200 mm center to center. The end crest shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. the Profile shall have return leg for proper side lap. Coating specification :- Primer Coat : 5-7 microns epoxy primer on both side of sheet. Top Coat : Polyster Top Coat 15-18 microns. Colour : as approved by Enginee-in-charge. Tolerances : As per IS standards : IS : 15961, IS : 513, IS : 14264. The sheet shall be fixed using drilling/self tapping screws of size ( 5.5 × 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.

Same as above but for Ridges plain ( 500-600 mm).

Same as above but for Gutter ( 500-600 mm).

FINISHING WORK :

12 mm Cement Plaster mix

1 : 6 ( 1 Cement : 6 Coarse sand )

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1 : 5 ( 1 cement : 5 coarse sand ) finished with a top layer 6 mm thick cement plaster 1 : 6 ( 1 cement : 6 fine sand).

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.

With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete.

On steel work

Providing and applying white cenment based putty of average thickness 1 mm, of approved brand and manufacturer, over the plasterd wall surface to prepare the surface even and smooth complete.

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.

One Coat

Finishing walls with textured exterior paint of required shade.

New work (two or more coats applied @ 3.28 lit/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:

New work (two or more coats) over and including water thinnable priming coat with primer applied @ 2.20 kg/10 sqm.

ALUMINIUM WORK :

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

For fixed portion

Anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)

For shutters of doors, window & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately).

Anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desicants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.

Providing and fixing action hydraulic floor spril of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with side plate etc. complete as per the direction of Engineer-in-charge.

With brass cover plate minimum 1.25 mm thickness.

Filling the gap between aluminium frame & adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer-in-charge complete.

Providing and fixing aluminium tubular bar 32 mm outer dia., 3.0 mm thick & 2100 mm long with SS screws etc. complete as per the direction of Engineer-in-charge.

Anodized (AC 15) aluminium tubular handle bar.

Providing and fixing 100 mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge ( Door handle, lock and stopper etc. to be paid separately).

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the direction of Engineer-in-charge.( Cost of aluminium snap beading shall be paid in basic item).

With float glass panes of 8 mm thickness.

STRUCTURE GLAZING WORK :

Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by Engineer-in-charge. (The item includes cost of materials such as cleats, shelves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing ( with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including.

a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failuer), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sheeves and splice plate etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave curred EPDM gaskets for water tightness, pressure equilisation & drainage and protection against fire hazard including.

b) Fabricating and supplying serrated M.S. hot dip galvanised/Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/masonry/structual steel framework of buiding structure using stainless steel anchor fasteners/bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.

c) Providing and filling, two part pump filled, structural sillicone sealant and one part weather silicon sealant compatible with the structural silicon sealant of required bite size in a clean and controlled factory/work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.

d) Providing and filling, in position flashings of solid aluminium sheet 1 mm thick and sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it water tight.

e) Making provision for drainage of moiture/waterthat enters the curtain glazing system to make it watertight, by incorporating principles of pressure equilization, providing suitable gutter profiles at bottom (if requird), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T & P, scaffolding and other incidental charges including wastages etc. enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handling over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-charge.

Note :-1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub-head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to decimal places.

Note :-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL ( National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Teesting of Structural glazing system Tests to be conducted in the NBL Certified laboratories.

1) Performance Laboratory Test for Air Leakage Test ( -50 pa to -300 pa) & (+50 pa to +300 pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr.

2) Static Water Penetration Test (5 pa to 1500 pa) as per ASTME-331-09 testing method for a range upto 2000 ml.

3) Dynamic Water Penetration ( 50 pa to 1500 pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml.

4) Structural Performance Deflection and deformation by static pressure test (1.5 times desing wind pressure without any failure ) as per ASTME-330-10 testing method for a range upto 50 mm.

5) Seismic Movement Test (upto 30 mm ) as per AAMA 501.4-09 testing method for Qualitative test. Tests to be conducted on site.

6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35 psi) upto 2000 ml.

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12-6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened flot glass 6 mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6 mm thick, spacer tube 12 mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-charge. The IGUs shall be assembled in the factory/workshop of the glass processor. "(Payment for fixing of IGU Panels in the curtain glazing is included in codt of item No. 26.2) "For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicon sealant) provided and fixed in position, shall be measured in sqm."

a) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, +12 mm Airgap +6 mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35%, Light reflection internal 10 to 15%, light reflected external 10 to 20%, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.

PACKAGE -1(B) - (PASSENGER TERMINAL BUILDING)

( PLUMBING, SANITARY AND FIRE FIGHTING )

SANITARY INSTALLATION WORK :

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangment with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required.

W.C. pan with ISI marked white solid plastic seat lid.

providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required.

White Vitreous China Wash basin size 630 × 450 mm with a pair of 15 mm C.P. brass pillar taps.

Providng and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 × 390 × 370 mm having pre & post flushing with water ( 250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets as per manufacturers specification and direction of Engineer-in-charge.

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighting not less than 810 gms.

15 mm nominal bore

Providing and fixing C.P. brass angle valve for basin and geyser points of approved quality conforming to IS : 8931

15 mm nominal bore

Providing and fixing toilet paper holder

C.P. Brass

Providing and fixing 600 × 450 mm beveled edge mirror of superior glass ( of approved quality ) complete with 6 mm thick hard board grounted fixed to wooden cleats with C.P. brass screws and washers complete.

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with C.P. brass screws with concealed fittings arrangement of approved quality and colour.

600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 gms.

Providing and fixing C.P. brass Health faucet with 8 mm dia. 1 m long PVC tube and wall hook fixed to wall with rawl plug and C.P. brass screws complete. (Make : Jaquar Cat No. ALD-CHR-583 or equivalent make as approved by Enginee-in-charge).

Providing and fixing 1.5 feet long connecting hose with nuts at both ends complete. (Make : Jaquar Cat No. ALD-803 or equivalent make as approved by Enginee-in-charge) for health faucet.

WATER SUPPLY INTERNAL WORK :

Providing and fixing Polythelene-Aluminium-Polythelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply capable to withstand temperature up to 80°C, including all special fitting of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer-in-charge.

Internal work - Exposed on wall

32 mm Outer Diameter Pipe

40 mm Outer Diameter Pipe

Providing and fixing Polythelene-Aluminium-Polythelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply capable to withstand temperature up to 80°C, including all special fitting of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer-in-charge.

Concealed work - including cutting chases and making good

20mm Outer Diameter Pipe

25 mm Outer Diameter Pipe

32 mm Outer Diameter Pipe

Providing and fixing Polythelene-Aluminium-Polythelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply capable to withstand temperature up to 80°C, including all special fitting of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer-in-charge.

External work

2532 (32 mm Outer Diameter) Pipe

3240 (40 mm Outer Diameter) Pipe

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)

25 mm nominal bore

20 mm nominal bore

32 mm nominal bore

40 mm nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete.

25 mm nominal bore

Providing and fixing G.I. pipes complete with G.I. fitting and clamps, including and making good the walls etc.

Internal work - Exposed on wall

25 mm nominal bore

40 mm nominal bore

Providing and placing on terrace (at all floor levels) polythylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and base support for tank.

Circular tank

Structural steel work riveted, bolted or welded in built up sections, trusses and frame work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

SOIL, WASTE, VENT & RAIN WATER PIPES WORK :

Providing and fixing in position uPVC SWR floor conforming to IS : 13592 including providing necessary steel supprt and as per specifications. Making proper connection cutting chase/hole in floors/slabs and bringing the same in proper condition and shape after placing the trap in right position complete as required. The hopper and trap shall be set in cement concrete mix 1 : 2 : 4 complete as required. (P/S trap) Make : Supreme/ashirvad/Prince or equivalent as approved by Engineer-in-charge. (110 × 110 mm )

Providing and fixing uPVC SWR Pipes class B (IS : 13592) with all injection moulded fittings complete including jointing with solvent cement including cutting and making good the walls wherever required. ( For soil & waste pipes). Nothing extra will paid for supports. (Inside Toilets, Kitchen). Make : Supreme/ashirvad/Prince or equivalent as approved by Engineer-in-charge. 160 mm outer dia.

Providing and fixing uPVC SWR Pipes class B (IS : 13592) with all injection moulded fittings complete including jointing with solvent cement including cutting and making good the walls wherever required. ( For soil & waste pipes). Nothing extra will paid for supports. (Inside Toilets, Kitchen). Make : Supreme/ashirvad/Prince or equivalent as approved by Engineer-in-charge. 110 mm outer dia.

Providing and fixing uPVC SWR Pipes class B (IS : 13592) with all injection moulded fittings complete including jointing with solvent cement including cutting and making good the walls wherever required. ( For soil & waste pipes). Nothing extra will paid for supports. (Inside Toilets, Kitchen). Make : Supreme/ashirvad/Prince or equivalent as approved by Engineer-in-charge. 75 mm outer dia.

Providing and fixing 100% stainless steel grating of approved make and quality grade 304 on top of floor trap. The rate includes the cost of all ancillary works and material as required to complete the work. 127 mm (Cat No.-SKSH, Hilti & chili)

Providing and laying & joining in position uPVC pipe conforming to IS : 4985, 1988 and suitable for the respective working pressures with all fittings and accessories e.g. couplings, tees, bends, reducers, clamps, screwed adapters, flanged tail pieces etc. jointing as per manufacturers' instructions and making good the walls and floor as required make. Make : Supreme/ashirvad/Prince or equivalent as approved by Engineer-in-charge.

PVC pipe 110 mm - 6 kg/cm2

Constructing brick masonry manhole in cement mortar 1 : 4 ( 1 cement : 4 corse sand) with R.C.C. top slab with 1 : 2 : 4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1 : 4 : 8 mix ( 1 cement : 4 coarse sand : 8 grade stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1 : 3 ( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design.

Inside size 90 × 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 × 610 mm internal diamensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg). With Sewer bricks conforming to IS : 4885.

Extra for depth of Manholes.

Size 90 × 80 cm.

With Sewer bricks conforming to IS : 4885.

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonary chamber with water tight C.I. cover with frame of 300 × 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.7 kg as per standard design.

100 × 100 mm. size P type.

With common burnt clay F.P.S. (non modular). Bricks of class designation 7.5.

FIRE FIGHTING WORK :

Supplying and fixing First Aid Hose Reel, wall mounting swinging type complete with drum & bracket of MS constructions, spray painted in Post Office Red, conforming to IS 884/1995 with upto date amendments, complete with the following as required.

36 Meter long 20 mm dia water hose Thermoplastic (Textile reinforced) Type-2 as per IS : 12585

25 mm dia ball valve & nozzle.

Pressure guage

Drum and brackets for fixing the equipments on wall.

Connection from riser with stop valve (gun metal) & M.S. Pipr.

Providing and fixing M.S. cabinet fabricated from 16 g sheet with full front glass door and locking arrangement duly painted with one coat of primer and two or more coats of synthetic enamel paint of approved as required (Approx. 0.6m × 0.6 m × 0.45 m).

SUPPLY, INSTALLATION, TESTING & COMMISSIONING Mild Steel black pipe (IS : 1239 Part-1) heavy class including cutting, screwing, welding etc. complete with fitting viz. tees elbow, bends, flanges, dead flange, reducers etc. Including excavation (upto 1.5 m deep). Rubble soling, sand filling upto 3" above the pipe, back-filling with excavated earth, removal of surplus soil and providing anti-corrosive treatment (coating and wrapping) with 4 mm thick tape and holiday test check as per IS : 10221 complete as required. Note : Pipes upto and 40 mm dia shall be standard threaded forged steel fittings joints, above 40 mm shall be standard M.S. fittings with welded joints. Jindal Hissar/TATA.

100 mm. dia.

80 mm. dia.

50 mm. dia.

25 mm. dia.

20 mm. dia.

Providing and fixingcast iron double flanged non return valves of PN 1.6 including nuts, bolts, 3 mm thick compressed asbestos gasket, Gunmetal seat, Drilling as per IS : 1538, matching flanges as per table "E" complete. As per IS : 5312 swing type (For Pumps only) Make : ZOLOTO/NVR/DEEPAK.

Providing and fixing C.I. butterfly valves PN 1.6 complet with Nitrile liner, SS disc, SS stem, bolts, nuts 1.5 mm thick compressed asbestos gasket companion flanges as per table "E" complete as per IS : 13095. Make : ZOLOTO/NVR/DEEPAK. Or equivalent as approved by Engineer-in-charge. 100 mm dia.

Providing and fixing C.I. butterfly valves PN 1.6 complet with Nitrile liner, SS disc, SS stem, bolts, nuts 1.5 mm thick compressed asbestos gasket companion flanges as per table "E" complete as per IS : 13095. Make : ZOLOTO/NVR/DEEPAK. Or equivalent as approved by Engineer-in-charge. 80 mm dia.

SUPPLY & FIXING OF ISI (IS :15683) marked Portable fire Extinguisher Water type stored pressure (stored pressure) capacity 9 ltrs. With gun-mental cap and nozzle and complete in all respects including intial fill and wall suspension bracket. Capacity 9 ltrs.

SUPPLY & FIXING OF ISI (IS :15683) marked Portable fire Extinguisher Carbon-dioxide type flat base including valve, discnarge hose of not less than 10 mm dia. 1 m long & complete in all respects including intial fill with CO2 gas conforming to IS : 307-1966 filled to a filling ratio of not more than 0.667 of not more than 0.667 and wall suspension bracket.

Supply and fixing of ISI marked (IS : 13849) Portable fire Extinguisher, Dry Powder ABC Type ( 6 kg weight).

PACKAGE -1(C) - (PASSENGER TERMINAL BUILDING)

(Internal Electrical works (PTB)

Sub-Head - I: Internal wiring

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

Group C

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 6 sq. mm + 1 X 6 sq. mm earth wire

2 X 10 sq. mm + 1 X 6 sq. mm earth wire

4 X 6 sq. mm + 2 X 6 sq. mm earth wire

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.

Supply and fixing suitable stepped type electronic fan regulator on the existing modular plate switch box including modular plate etc. as required.

Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular SP MCB "C" curve including connection, painting etc as reqd. (for Geyser & AC).

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).

Wiring for CCTV system

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.

Supply & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required.

Sub Head-II : Telephone and LAN system.

providing, laying, connection and testing of multi core telephone armoured/unarmoured cable of conductor size 0.6mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable as required

2 Pair (4 core) unarmoured cable from Tag block to LV box.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

20mm dia conduit pipe

25mm dia conduit pipe

Supplying and drawing of UTP 4 pair CAT LAN cable in the existing surface/ressed steel/PVC conduit as required.

1 run of cable

Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

Supplying and fixing MS box with modular type telephone (RJ-11) outlet for telephone/intercom complete as required.

Supplying and fixing of 1 or 2 module (75mmx75mm) size GI with modular base and cover plate for modular switches in recess etc. complete as required.

Sub-Head-III: Distribution Board.

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

6 way , Double door

7 way , Double door

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

8 way Double door

Supplying and fixing following rating, four pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Single pole

SubHead-IV: Earthing

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.

Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Sub-Head-V: Fire dectection & Public Address System

Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required.

Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required.

Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete as required.

Supplying, installation, testing & commissioning response indicator on surface/recess MS box having two LEDs metallic cover complete with all connections etc. as required.

Supplying, installation, testing & commissioning of heat detector operating at 54ºC/57ºC with rate of rise cum fixed temperature (dual thermistor) type with mounting base complete with all connection etc. as required.

Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required.

Supplying & laying of 2x1.5 sqmm fire alarm armoured cable 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire amounting &FRLS outer sheath complete as required.

Supplying, installation, testing & commissioning of digital audio amplifier 50 watt, 25V rms operating at 240 volt AC supply complete as required. complete as required.

Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required.

Non-Schedule item

Sub Head-I : Telephone and LAN system.

Providing, laying, connection and testing of multi core telephone armoured/unarmoured cable of conductor size 0.6mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable as required

20 Pair telephone armoured cable

providing, laying, connection and testing of under noted size of soldierless telephone tag block krone make in surface/recess in wall required size of MS box with hinged lockable cover duly stove enamel painted.

20 Pair tag block

Supply and fixing MS box with modular type (RJ-45) outlet for LAN complete as required.

Supply, installation testing and commissioning of pure server based IP-PBX with 24 analog extension with CLI facilities system complete as required.

Supply, installation testing and commissioning of broadband Lan connection complete as required with 10MBPS speed.

Supply, installation, testing and commissioning of 24 port L2 managed switch having port density 24 nos. of 10M/100M/1G RJ45 port POE/POE= port, 2 nos. of GbE RJ45/SFP combo Port, 1X console port, available POE power 370W, 52 Bbps switching bandwidth, 8K MAC address support, support L@ feature STP, RSTP, MSTP. support 802.1Q VLAN,port based VLAN, 4K VLAN entries, MAC based VLAN, IP subnet based VLAN, support IEEE 802.3ad LACD, L3 feature - static routing, DHCP feature, Device management system - topology view, floor view, map view, dashboard, traffic monitoring, cable diagostics, CE, FCC certified (Approved make - Cisco/Juniper/Axis/Impluse/Mobotix/Avigilon.

Sub-Head II- Distribution panel

Distribution panels (for PTB building)

Design, manufacture, supply, installation and commissioning of 2mm thick MS sheet steel fabricated cubicle type panel dust and vermin proof complete with hinged and lockable doors. The sheet steel shall under go minimun eight tank treatment folowed by finishing treatment of powder coating with 70 micron minimum thickness. All the panels shall be floor mounted and dead front construction complete with interconnections:-

The panels shall be FRONT operated with cable entry from the top bottom. Earth bus shall be part of the psnel (All MCB to be "C" curve)

The following provisions shall be required to be made in the distribution panel as detailed below:

All live accessible parts shall be shrouded with 1mm thick polycarbonate/3 mm thick FRP sheet and all equipment shall be finger touch proof. The busbar insulation shall be with heat shrinkable sleeves according to the colour code. SMC shrouds and busbar supports shall be used. All MCCB door handle shall be interlocked and lockable in OFF position.

Galvanised hardware with zinc passivetion shall be used in fabrication of switchboards.

Suitable aluminium earth bus to be provided throughout the length of switchboards.

All indication lamps/illuminated push buttons shall be LED type.

Coil of all motor starters shall be fed from 440V/230V control transformer.

2A SP MCBs shall be used as backup protections.

All MCCBs shall be variable plug setting type with thermal magnetic lcs = 100% lcu & rotary handle.

All control & power wiring shall be broughtout upto the cable alley in the terminal blocks.

An approval shall be taken for each panel before manufacturing.

Provision of one 6/16 amp socket & compartment lighting for each vertical section of main panel.

All breaking capacity for MCCB to be lcs=100% lcu.

All MCB to be C curve

Incoming:

1 no. of 250 amp FP MCCB of 16 KA breaking capacity & trip setting as required.

Metering for incoming:

Digital multifunction meter (MFM-4) with RS-485 communication port for measurement of PF,V.A & Hz, equivalent to EM6459 with CT as required.

Phase indicating LED lamps RYB with 2 amps SP MCB back up.

Busbar

Outgoings

3 nos. 63 amps 10 KA 440 volt FP MCB.

1 nos. 100 amps 16KA 440 volt FP MCCB along with 100A FP contactor.

1 nos.63 amps 16 KA 440 volt FP MCCB.

3 nos. 40 amps 10 KA 440 volt FP MCB.

1 nos. 40 amps 10 KA 440 volt DP MCB.

MDB describe as above complete in all respect.

Supply and fixing of 2mm thick CRCA sheet steel powder coated raceway of following sizes complete with bend/tee joints, coupling plate & nuts bolts etc. including providing and fixing of MS paintd hanger etc. as reqd.

150mm wide 50mm depth

Sub-Head - III- FAN, LIGHT, FIXTURES:

Supply, fixing, testing and commisssiong of recessed mounted luminarie of 34W LED 600x600mm of 5700K suitable for operation on 230 volt 50 Hz single phase AC supply with all accessories complete for ceiling. Havells cat No.LHEWEBP6IN1W034 OR equivalent make.

Supply, installation, testing & commissioning of recessed mounted circular 12W LED downlighter with CRCA/pressure diecast aluminium heat sink & white finish polycarbonate diffuser complete with elecronic LED driver efficacy better than 90 lumens/watt with CRI>80 including making suitable arrangement for fixing on false ceiling & connection complete as required.

Supply, fixing, testing and commisssiong of flood light of 70w led light suitable for operation on 230 volt 50 Hz. Single phase AC supply with all accessories complete as required.

Supply, installation, testing & commissioning of 8W LED mirror light complete as required.

Supply, fixing, testing and commisssiong of following size exhuast/fresh air fan complete with gravity louver and connection with 3 core flexible wire as required.

300mm 1400 RPM Heavy duty metal sxhaust fan Havells make model: Turbo Force SP or equivalent preferred makes.

Supply and installation od wall bracket fan of 400mm sweep complete with fan motor blades etc. with all accessories etc. of approved make as required.

Supplying, fixing, testing and commissioning of wall/ceiling mounted luminaries of 21W LED, 1200mm batten light suitable for operation on 230 volt 50 Hz, single phase AC supply with all accessories complete as required.

Supply, unloading, installation at ground floor, testing & commissioning of micro processor/DSP controlled 5 KVA UPS, IGBT based rectifier to xchieve THDI < 5% and input power factor of greater than 0.95 at 50% loading. True online double conversion (VFI as per IEC 62040-3) UPS using PWM IGBT technology, 1 phase input and 1 phase 230V out put UPS system and each comprising of all following:

125% rated rectifier cum charge unit +100% rated inverter, integrated in UPS module

100% rated external galvanic isolation transformers of K-13 delta/zigzag type for isolation of input neutral to be installed after UPS as shown in drawing enclosed.

100% rated inbuilt statis switch at the invertor ouput + 2 nos. 100% rated inbuilt static switches at the static bypass line.

100% rated inbuilt maintenance by pass.

100% rated moulded case battery circuit breaker having lthermal, imagnetic and automaic U/V trip mechaniscs.

web-enable monitoring and management through SNMP protocols for multi OS environments.

Supply,unloading, installation at basement, testing and commissioning of Lead Acid sealed maintenance free batteries for 5 KVA UPS system for providing 15 minutes backup to 5 KVA UPS for full load. The bank of batteries shall comprise required nos. of batteries complete as required. Battery sizing calculation are to be submitted for approval.

Supply,unloading, installation at basement, testing and commissioning of Lead Acid sealed maintenance free batteries for 5 KVA UPS system along with interconnecting links, MCB etc. complete as required & as per specifications.

Supply, laying, testing & commissioning of flexible single core copper cable of Finolex/Skyline/Havells/Nyvin make for interconnections between UPS to UPS, UPS to batteries, UPS to isolation transformer, complete as required for 5 KVA UPS including providing battery circuit breakers as required.

Supply, installation, testing and commissioning of UPS monitoring software suitable for RJ-45 communication and capable of giving pop up messages for all alarms received from UPS it shall be capable of the following:-

Giving notifications like e-mail, paging notification, broadcast notification, battery replacement notification, run event-based scripts.

Event logging, data logging and action logging (wth date, time, description of fault and event).

Run the battery diagnostic test.

Automated unattended shutdown of computers.

Local notification through audible alarm.

Software should support Microsoft Windows NT/2000/Server, 2003/XP, AIX, HP-UX, Sun solaris, Linux, Novell netware

UPS describe as above complte in all respect.

Providing and fixing of self illuminated/auto glow "EXIT" signs printed on photoluminescent sheet containing self illuminated base chemical of appropriate size not less than 400x150mm suspended from ceiling or fixed to the walls with accessories as required and as directed at site.

Sub-Head-IV: CCTV system

Supply, installation, testing and commissioning of colour dome camera with 2 megapixel along with suitable lens, staines steel brush finish plate etc. complete as required & as per specifications. (For basement lift lobby and entrance hall & tarrace lobby)

Supply, installation, testing and commissioning of C/CS - metal body colour Day and Night High Resolution 540 lines with autoiris lens including weather proof housing IP-66, suitable mounting bracket with approved finish & colour complete as required as per specification (For main gate Entry/Exit)

Supply, installation, testing and commissioning of 1 professional DVR with 16 video inputs, H.264 compression - D1 display resolution with 2.5TB HDD, expandable upto 8 TB, total recording frames @ 400 fps. Recording based on continuous, motion, scheduled or alarm, remote backup through TCP/IP, HTTP networkable, backup by USB/DVDRW, client software included, POS transaction data recording with image. Supplied with licenced OS, keyboard & mouse. complete as reqd. an as per specifications. The DVR shall be integrated with access control system. (Along with 2 nos. 4 TB)

40" Full LED profwssional display for monitoring with mounting accessories.

Sub-Head-V: HVAC system

Hi-wall split Unit (Heat & cool model)

Supply, installation, testing and commissioning of Hi-wall Split Unit (5 star rating) with rotary compressor & cordless control of following capacity with wall/floor mounted out door unit stand.

1.5 TR Air-cooled split unit (Heat + Cooling)

2.0 TR Air-cooled split unit (Heat + Cooling)

Refrigerant piping

Supply, installation, testing and commissioning of additional refrigerant piping (two length) duly insulated with 25mm for indoor application and 28 mm for outdoor application closed cell nitrile rubber of density 60+/-10% kg/m3 to interconnect indoor & outdoor units for each circuit.

For 1.5 TR Unit

For 2.0 TR Unit

Condendate Drain piping

Supply, installation, testing and commissioning of PVC hard drain piping with fittings, valves & insulation with 13mm for indoor application closed cell nitrile rubber of density 60+/-10% kg/m3.

25mm dia of pipe PVC hard pipe

32mm dia of pipe PVC hard pipe

PACKAGE -5 - ( PAVEMENT )

(Parbung)

PAVEMENT :

EARTH WORK :

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

All kind of Soil

CONCRETE WORK :

Extra for addition of sysnthetic Polyster triangular fibre of length 12 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/water retaining structures by using 125 gms of synthetic Polyster triangular fibre for 50 kg cement used as per directions of Engineer-in-charge.

R.C.C. WORK :

Centering and shuttering including strutting, propping etc. and removal of form for all heights.

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

Dismantling and demolishing

Demlishing cement concrete manually/by mechanical means including disposal of materials within 50 metres lead as per direction Engineer in Charge

Nornal concrete 1:3:6 or rich mix (i/c equivalent design)

ROAD WORK :

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

Extra for compaction of earth work in embankment under optimum moiture conditions to give at least 95% of the maximum dry density (proctor density).

Providing and applying tack coat using bitumen emulsion conforming to IS : 8887, using emulsion pressure dietributer including preparing the surface & cleaning with mechanical broom.

With medium setting bitumen emulsion.

OnW.B.M./W.M.M. @ 0.4 kg/sqm.

Providing and applying tack coat using bitumen emulsion conforming to IS : 8887, using emulsion pressure dietributer including preparing the surface & cleaning with mechanical broom.

With medium setting bitumen emulsion.

On bituminous surface @ 0.25 kg/sqm.

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Enginee-in-charge, including cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete.

New work (Two or more coats)

Painting road surface marking with adequate nos of coats to give uniform finish ready road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scaled, oil, grease and foreign material etc. complete.

New work (Two or more coats)

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directios of Engineer-in-charge.

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying Bituminous concrete using crushed stone aggregate of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specifications, complete and as per directios of Engineer-in-charge.

40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanival paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directios of Engineer-in-charge.

DERIVED ITEM WORK :

Embankment construction with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2)

Embankment construction with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2)

Granular Sub-Base with Coarse Graded material (Table :- 400-1 & 400-2) Construction of granular sub-base by providing coarse graded material, spresding in uniform layers with motor grader on prepared surface to required gradient, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve at least 98% of maximum dry density (determined using Modified Proctor Test), to achieve at least 30% of CBR Value, complete as per Clause 401 of MORTH 5th Revision. For Grading - ( iii ) Material

Dry Lean Cement Concrete Sub-base :- Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS : 383, aggregate gradation after blending to be as per Table 600-1 of MORTH 5th Revision, with minimum cement content of 150 kg/cum or as per mix design (whichever is more), Concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-12 tonnes vibratory roller, finishing and curing. Complete as per direction of Engineer-in-charge.

Note :- 1) Details of HDPE Sheet :- 400 micron HDPE Sheet over tack coat of 2.5 kg/10 mtr2 of VGRO HDPE with minimum width of 8 m without joints, 400 micron manufactureres by multilayer technology using 100% vigin raw material, conforming to IS 10889 : 2004 (or latest) with company logo & IS Code & batch number on at least very 2 metres. 2) Manufacturer Test certificate for every consignment.

PACKAGE -7(i) - ( WATCH TOWER )

EARTH WORK :

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

All kind of Soil

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

All kind of Soil

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 up to 50 m and lift 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.

All kind of Soil

CONCRETE WORK :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.

1 : 4 : 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).

R.C.C. WORK :

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement concrete as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agited mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.C.M. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).

All works upto Plinth level.

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.

Centering and shuttering including strutting, propping etc. and removal of form for all heights.

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

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

Columns, Pillars, Piers, Abutments, Posts and Struts.

STEEL WORK :

Structural steel work riveted, bolted or welded in built up sections, trusses and frame work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

ROOFING WORK :

Providing and fixing Colour Coated Galvalume Trapizoidal Profile sheeting of 0.50 mm thickness tolerance ± 5% Total Coated Thickness TCT of material 550 Mpa for roofing/cladding application. The Trapizoidal Profiled Sheet shall be 28-32 mm in Crest height with 2 Stiffener Ribs with Subtle Square Fluting in the six pans at nominal 200 mm centre-to-centre. The end crest shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The profile shall have return leg for proper side lap. Coating Specification : Primer Coat 5-7 microns epoxy primer on both side of sheet. Top Coat : Polyster Top coat 15-18 microns. Colour : as approved by Engineer-in-charge Tolerances : As per IS standards : IS : 15961, IS : 513, IS : 14264. The sheet shall be fixed using self drilling/self tapping screws of size ( 5.5 × 55 mm ) with EPDM seal, complete upto any pitch in horizontally/vertical of curved surfaces, excluding the cost of purlines, rafters and trusses and including cutting to size and shape wherever required.

Same as above but for Ridges plain (500-600 mm).

Same as above but for Gutter (600 mm over all girth).

FINISHING WORK :

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete.

On steel work

PACKAGE -7(ii) - ( SECURITY HUT )

CARRIAGE OF MATERIALS

Carriage of Materiaals by Mechanical Transport including loading, unloading and stacking

Excavated Earth

EARTH WORK :

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

All kind of Soil

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

All kind of Soil

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 up to 50 m and lift 1.5 m.

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

Supplying chemical emulsion in sealed containers including delivery as specified.

Chlorpyriphos/Lindane emulsifiable concentrate of 20%.

Diluting and injecting chemical emulsion for PRE CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion)

Treatment of soil under floors and apron using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 : 2 (1 cement : 2 coarse sand) to match the plinth level.

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.

All kind of Soil

CONCRETE WORK :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.

1 : 4 : 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, copping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., upto floor V level, excluding the cost of centering, shuttering and finishing.

1 : 2 : 4 ( 1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).

Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grounted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Providing and laying damp-proof course 40 mm thick with cement concrete 1 : 2 : 4 ( 1 cement : 2 course sand (zone-III) : 4 graded stone aggregate 12.5 mm nominal size).

Extra for providing mixing water proofing materials in cement concrete work in doses by weight of cement as per manufacturer's specification.

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

R.C.C. WORK :

Providing and laying in position 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 centering, 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 the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).

All works upto Plinth level.

All works above Plinth level upto floor V level.

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.

Centering and shuttering including strutting, propping etc. and removal of form for all heights.

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

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

Columns, Pillars, Piers, Abutments, Posts and Struts.

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.

BRICK WORK :

Brick work in common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in

a) Cement mortar 1 : 6 ( 1 cement : 6 coarse sand)

MARBLE WORK :

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen plateforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texure laid over 20 mm thick base cement mortar 1 : 4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, cutting, moulding and polishing to edges to give high gross finish etc. complete at all levels.

Granite of any colour and shade

Area of slab upto 0.50 sqm.

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.

Granite work.

WOOD WORK :

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

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

Providing and fixing aluminium Tower bolts bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete.

Providing and fixing aluminium handles bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws 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 or shade, with nuts and screws etc. complete.

a) Twin rubber stopper.

Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc. complete as per direction of Engineer-in-charge.

Providing and fixing decorative high pressure laminated sheet of plain/wood grain in gloss/matt/suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.

1.5 mmthick.

Extra for providing vision panel not exceeding 0.1 sqm. In all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured).

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

STEEL WORK :

Structural steel work riveted, bolted or welded in built up sections, trusses and frame work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia. Double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia. Polymide PA 6 grade sleeve, including drilling of hole in frame, concrete/masonary, etc. as per direction of Engineer-in-charge.

FLOORING WORK :

Kota stone flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand).

25 mm thick

Kota stone flooring over 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1 : 3 ( 1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

ROOFING WORK :

Providing and fixing Colour Coated Galvalume Trapizoidal Profile sheeting of 0.50 mm thickness tolerance ± 5% Total Coated Thickness TCT of material 550 Mpa for roofing/cladding application. The Trapizoidal Profiled Sheet shall be 28-32 mm in Crest height with 2 Stiffener Ribs with Subtle Square Fluting in the six pans at nominal 200 mm centre-to-centre. The end crest shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The profile shall have return leg for proper side lap. Coating Specification : Primer Coat 5-7 microns epoxy primer on both side of sheet. Top Coat : Polyster Top coat 15-18 microns. Colour : as approved by Engineer-in-charge Tolerances : As per IS standards : IS : 15961, IS : 513, IS : 14264. The sheet shall be fixed using self drilling/self tapping screws of size ( 5.5 × 55 mm ) with EPDM seal, complete upto any pitch in horizontally/vertical of curved surfaces, excluding the cost of purlines, rafters and trusses and including cutting to size and shape wherever required.

Same as above but for Ridges plain (500-600 mm).

Same as above but for Gutter (600 mm over all girth).

FINISHING WORK :

12 mm Cement Plaster mix

1 : 6 ( 1 Cement : 6 Coarse sand )

20 mm Cement Plaster mix

1 : 6 ( 1 Cement : 6 Coarse sand )

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

Two coats.

Finishing walls with textured exterior paint of required shade.

New work (Two or more coats applied @ 3.28 ltr/10sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm.

Providing and applying white cenment based putty of average thickness 1 mm, of approved brand and manufacturer, over the plasterd wall surface to prepare the surface even and smooth complete.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete.

On steel work

ALUMINIUM WORK :

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

For fixed portion

Anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)

For shutters of doors, window & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately).

Anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desicants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.

Filling the gap between aluminium frame & adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer-in-charge complete.

PACKAGE -7(iii) - ( UG TANK )

( ARCHITECT & STRUCTURE )

EARTH WORK :

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

All kind of Soil

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

All kind of Soil

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 up to 50 m and lift 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.

All kind of Soil

CONCRETE WORK :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.

1 : 4 : 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).

R.C.C. WORK :

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement concrete as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agited mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.C.M. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).

All works upto Plinth level.

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.

Extra for providing richer mixes at all floor levels.

Providing M-30 grade concrete instead of M-25 grade BMC/RMC(Note:- Cement content considered in M-30 @ 340 kg/cum. )

Centering and shuttering including strutting, propping etc. and removal of form for all heights.

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

Walls (any thickness) including attached pilasters,buttersses, plinth and string courses etc.

Suspended floors,roofs,landings,balconies and access plateform

Edges of slabs and breaks infloors and walls

Under 20 cm wide

STEEL WORK :

Structural steel work riveted, bolted or welded in built up sections, trusses and frame work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

FLOORING WORK :

52 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1 : 2 ( 1 cement : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of noising of steps etc. complete.

Cement plaster skirting up to 30 cm height, with cement mortar 1 : 3 ( 1 cement : 3 coarse sand), finished with a floating coat of cement.

18 mm thick.

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 coarse sand ) and joining with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement mixed with pigment of matching shade complete.

Providing and laying rectified Glazed Ceramic floor tiles of size 300 × 300 mm or more (thickness to be specified by the manufacturer), or 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1 : 4 ( 1 cement : 4 coarse sand), joining with grey cement slurry @ 3.3 kg/sqm including grounting the joints with white cement and matching pigments etc. complete.

FINISHING WORK :

12 mm Cement Plaster mix

1 : 6 ( 1 Cement : 6 Coarse sand )

6 mm Cement Plaster mix

1 : 3 ( 1 Cement : 3 Coarse sand )

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

Two coats.

WATER PROOFING WORK :

Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for underground structures as directed by Engineer-in-charge and consisting of : ( i ) 1st layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1 : 3 ( 1 cement : 3 coarse sans ) mixed with water proofing compound conforming to IS : 2645 in the recommended proportion over the leveling coarse (leveling coarse to be paid separately). Joints sealed and grounted with cement slurry mixed with water proofing compound. ( ii ) 2nd layer of 25 mm thick cement mortar 1 : 3 ( 1 cement : 3 coarse sand ) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.

Using rough kota stone.

Providing and laying integral cement based treatment for water proofing on the vertical surface by fixng specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS : 2645 in the recommended proportion with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1 : 3 ( 1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion cemolete at all levels and as directed by Engineer-in-charge.

Using rough kota stone.

Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete.

Dump bell with central bulb (225 mm wide, 8-11 mm thick.).

Grading roof for water proofing treatment with

Cement concrete 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Supplying and fixing of Padler Flanges of 100 mm dia. As per approved design as directed by Engineer-in-charge.

PACKAGE -7(iv) - ( SEPTIC TANK & SOAK PIT )

EARTH WORK :

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

All kind of Soil

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

All kind of Soil

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 up to 50 m and lift 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.

All kind of Soil

CONCRETE WORK :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.

1 : 4 : 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).

1 : 2 : 4 ( 1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).

R.C.C. WORK :

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement concrete as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agited mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.C.M. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).

All works upto Plinth level.

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.

Centering and shuttering including strutting, propping etc. and removal of form for all heights.

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

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and eccess plateform.

Edges of slabs and braeks in floors and walls.

Under 20 cm wide.

WATER PROOFING WORK :

Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for underground structures as directed by Engineer-in-charge and consisting of : ( i ) 1st layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1 : 3 ( 1 cement : 3 coarse sans ) mixed with water proofing compound conforming to IS : 2645 in the recommended proportion over the leveling coarse (leveling coarse to be paid separately). Joints sealed and grounted with cement slurry mixed with water proofing compound. ( ii ) 2nd layer of 25 mm thick cement mortar 1 : 3 ( 1 cement : 3 coarse sand ) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.

Using rough kota stone.

Providing and laying integral cement based treatment for water proofing on the vertical surface by fixng specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS : 2645 in the recommended proportion with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1 : 3 ( 1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion cemolete at all levels and as directed by Engineer-in-charge.

Using rough kota stone.

Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete.

Dump bell with central bulb (225 mm wide, 8-11 mm thick.).

DRAINAGE WORK :

Making soak pit 2.5 m diameter 3.0 m deep with 45 × 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.

PACKAGE -7(v) - ( CHAIN LINK PERIMETER FENCING - 173.00 m )

EARTH WORK :

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

All kind of Soil

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 up to 50 m and lift 1.5 m.

CONCRETE WORK :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.

1 : 2: 4 ( 1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).

1 : 4 : 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).

R.C.C. WORK :

Centering and shuttering including strutting, propping etc. and removal of form for all heights.

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

STEEL WORK :

Sttel 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, ladder, railings, brackets, gates and similar works.

FINISHING WORK :

Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content less than 150 grams/litre.

With ready mixed red oxide zinc chromatic on steel/iron works having VOC content less than 250 grams/litre.

Painting with synthetic enamel paint, having VOC ( Volatile Organic Compound) content less than 150 grams/litre, of approved brand and manufacturer, including applying additional coats wherever required to achieve even shade colour.

Two coats.

ROAD WORK :

Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. Etc. complete.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 × 50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

made of G.I. wire of dia. 4 mm.

PACKAGE -7(vi) - ( GATE )

GATE 1 Nos. :

EARTH WORK :

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out and disposal of excavated earth lead upto 50 m.

All kind of Soil(Excavation for RCC Piller Foundation)

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 up to 50 m and lift 1.5 m. 35% of excavated.

CONCRETE WORK :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.

1 : 4 : 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).

R.C.C. WORK :

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement concrete as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agited mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.C.M. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).

All works upto Plinth level.

All works above Plinth level upto floor V level.

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.

Thermo-mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for all heights.

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

Columns, Pillars, Piers, Abutments, Posts and Struts.

STEEL WORK :

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

PACKAGE -7(vii)- ( RETAINING WALL OF 5.00 M Ht.)

( PARBUNG )

EARTH WORK :

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

All kind of Soil

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 up to 50 m and lift 1.5 m.

Carriage of Materials by Mechanical Transport including loading, unloading and stacking upto 1 km. Earth.

CONCRETE WORK :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.

1 : 4 : 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.

1 : 2 : 4 ( 1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size).

STONE WORK :

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1Cement:6 coarse sand:12 grade stone aggregate 20mm nominal size) upto plinth level with

Cement mortar 1:6(1Cement:6 coarse Sand)

MISCELLANEOUS WORK :

Providing and fixing weep holes in Stone masonry retaining walls with 75 mm dia UPVC pipes (working pressure 4Kg per sq. Cm) ,extending through the full width of the structure with slope 1V:20 H towards drawing force complete as per drawings.

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 450 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind Retaining walls to the full height compled to a firm condition complete as per drawing and Techanical Specification.

PACKAGE -7(Viii) - (I.E.I. )

(External Electrical work/CCTV/Security Installation) ( PARBUNG )

Sub-Head - I: Internal wiring

Wiring for CCTV system

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.

Supply & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required.

SubHead-II: Earthing

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.

Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Plate Earthing for DG set & Unitlized substation

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required.

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

Sub-Head-III: L.V. Cables

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

Upto 35 sq. mm

Above 95 sq. mm and upto 185 sq. mm

Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.

Upto 35 sq. mm

Above 95 sq. mm and upto 185 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.

Upto 35 sq. mm

Above 35 sq. mm and upto 95 sq. mm

Above 95 sq. mm and upto 185 sq. mm

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.

Above 95 sq. mm and upto 185 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.

Upto 35 sq. mm (clamped with 1mm thick saddle)

Above 95 sq. mm and upto 185 sq. mm

Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp)

Supply and making end termination with brass double compression gland including providing and cripling of Aluminium solderless lungs/ferrules for XLPE armoured power aluminium conductor cable 1.1 KV grade of following sizes:-

2CX10 sq.mm

2CX16 sq.mm

4X10 sq.mm

4CX25 sq.mm

3.5X50 sq.mm

3.5X50 sq.mm

3.5X70 sq.mm

3.5X240 sq.mm

Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required.

100 mm dia

150 mm dia

HT Cable

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

Upto 120 sq.mm

supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :

3Cx120 sq. mm

Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :

3Cx120 sq. mm

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.

63 mm dia (OD-63 mm & ID-51 mm nominal)

Non-Schedule Item

Sub-Head-I : L.V. Cable

Supply testing of under noted sizes of aluminium conductor XLPE insulated PVC sheathed & sleeved armoured and overall PVC sleeved 1.1 KV grade power distribution cables conforming to relevant IS code.

3.5x120 sq. mm Al. Armoured

4x10 sq. mm Al. Armoured

2Cx10 sq. mm Al. Armoured

2Cx16 sq. mm Al. Armoured

4Cx25 sq. mm Al. Armoured

3.5x50 sq. mm Al. Armoured

3.5x70 sq. mm Al. Armoured

MV Cable

Supply and testing of following sizes XLPE, 11 KV earthed aluminium armoured cable as per relevent IS code.

3Cx120 sq. mm

Sub-Head-V: CCTV system

Supply, installation, testing and commissioning of 4 MP bullet camera, ONVIF profile S&G, UL, CE,FCC certified, 1/2.8" progressive scan CMOS, 2.8 mm to 12mm motorized varifocal lens, min illumination: 0.05 Lux @ (F1.2,AGC ON), O Lux with IR, Shutter speed: 1/5s~ 1/100,000 s, 90 dB WDR, SD card support, Alarm trigger - 1 input/1 output, Video compression: H.265, H.264, frame rate: 30 fps @ 3MP, Edge analytics: line crossing, perimeter intrusion, Face detection, cross counting, stationarty object, in built IR LED, IR distance upto 60 meters, IP 66, POE.

Supply, installation, testing and commissioning of 1 professional DVR with 16 video inputs, H.264 compression - D1 display resolution with 2.5TB HDD, expandable upto 8 TB, total recording frames @ 400 fps. Recording based on continuous, motion, scheduled or alarm, remote backup through TCP/IP, HTTP networkable, backup by USB/DVDRW, client software included, POS transaction data recording with image. Supplied with licenced OS, keyboard & mouse. complete as reqd. an as per specifications. The DVR shall be integrated with access control system. (Along with 2 nos. 4 TB)

Sub Head-III: External Lighting

High Mast

Supply, installation, testing and commissioning of 16M high mast shaft in two section suitable for 47 m/sec wind speed along with head frame, luminaries carriage suitable for 08 luminaries in symmetrical arrangement and other accessories manufactured in factory including raising lowering system complrising double drum winch, 5mm diameter SS wire rope, trailing cable, connection, integral power tool motor, manual handle, junction box, lightning finial (Wiring material from JB to individual luminaries included) and with foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template including foundation along the provision of cable entry also with LED type single dome aviation abstruction light.

Supply, installation, testing and commissioning of LED flood light of 200W LED suitable for high mast operation complete as required.

Supply, installation, testing and commissioning of outdoor stand mounted feeder pillar with 32A TPN MCB incomer, single dial time switch, 25A TP contractor for the automatic switching of luminaries, power tool control with 2 no. 9A contractors and raise lower push button, incoming 4x10sq mm and out going 2.5 sq. mm terminals.

Supply, installation, testing and commissioning of 4 mtr. High ot dip galvanised octagonal poles with 130mm botton A/F & 70mm top A/F made up of 3mm thick HT sheet alongwith base plate of size 200x200x12mm thick (without bracket) and including foundation along the provision of cable entry.

Supply, installation, testing and commissioning of 4 nos.of M16x450 long "J" type EN 8 grade foundation bolt along with template.

Supply, installation, testing and commissioning of 7 mtr. High hot dip galvanised octagonal poles with 130mm bottom A/F & 70mm top A/F made up of 3mm thick HT sheet alongwith base plate of size 200x200x12mm thick (Without bracket).

Supply, installation, testing and commissioning of 4 nos. of M20x600 long "J" type EN 8 grade foundation bolts along tamplate.

Supply, installation, testing and commissioning of 1 mtrs. Long hot dip galvanised single arm special bracket (Model: Type-5) cross arm made up of GI pipe Model: Type 5.

Supply, installation, testing and commissioning of LED street light of 30W light fixture.

Supply, installation, testing and commissioning of 25W gate LED light suitable for coloumn mount and suitable for 220volt opetration complete with wiring etc. as reqd.

Sub-Head-IV: Supply & Installation of substation safety equipment:-

Supply of 160 KVA unitised sub-station

Design, manufacture, testing at works, supply of compact unitized subststion, outdoor plinth mounted type, comprising following components interconnected with one another, including required interconnection with cable/busbar and internal earthing connections complete as reqd. and as per specifications.

11KV compact secondary substation outdoor type designed for natural cooling having type testing equipment comprising distribution transformer and SF6 insulated compact switchinggear enclosed in robotically sealed laser sealed/welded stainless steel tank, low voltage switchboard, interconnection between HT switchgear and transformer using cables and transformer to LT switchgear using AI busbars/cables, factory built ready for connection type, internal earthing factory complete and other associated equipment etc. complete as reqd. conforming to detaled specifications.

The enclosure shall have modular construction using G.I sheets and shall be painted with polyurethane paint from the exerior. The enclosure for HT & LT switchgear shall be provided with IP54 ingress protection. The transformer compartment will have IP23 ingress protection. The transformer used shall be specially designed for low losses and hermatically sealed with corrugated tank. The components of compact substation shall be as per detailed below:

H.T. Panel (11KV)

1 way 11 kv,(V+M) 3 phase, 50hz, 3 wire floor mounted, non extensible, havinghinged arc proof cable doors, breaking capacity 21KA SF insulated compact switchgear enclosed in stainless steel tank having IP67 degree of protection onsisting of following:-

1 no. 11KV, 630 amps, Tee-off spring assisted type vaccum circuit breaker unit with self actuationg electronic over current and earth fault relay fitted with fixed type voltage indicator device as per IEC 61958 and ring core type protection current transformer along with LV compartment with amp,PF,Bucholtz relay, auxiliary relays for WTI (winding temperature indication), 4 window annunciation panel and TVM.

Air insulated meterng panel connected along with above unit, 20KA, 630A having potential transformer, connected jumpers/busbars, LV compartment to incorporate voltmeter as per requirement, including providing voltmwter, ammeeter,electronic trivector meter with MDI, space heater with thermostat.

Transformer (Dry Type) with off load tap changer

1 no.11KV/433V, 160 KVA thre phase, 50 Hz, DYn11, Off load tap changer +5% to -10% in steps of 2.55, MOUNTEDN INSIDE COMPACT SUBSTATION ENClosure, hermetically sealed, corrugated wall design transformer with Cu winding and standard fittings. As per IS-2026 as amended up to date expect losses.

BUS bars:

Electrolytic high conductivity aluminum three phase and neutral busbars rated at 400 amps, 25KA, bus bars shall be colour coded andinsulated by heat shrinkable sleaves & clip on shrouds for jionts. The current density of bus bar shall be 1.2 sq.mm/amp.

LT Outgoings

2 nos. incomer with 433V LT feeder panel having 320A 4P manually operated MCCB, 36KA with miceoprocessor based O/L, S/C and E/F protection along with LED phase indication lamps & protection MCB, space heated & thermostat including 1 no. 45 KVAR (1 nos. 20Kvar, 2 nos. 10 Kvar & 1 no. 5Kvar), MPPH capacitor bank, with 125 TP MCCB, 25 K service breaking capacity for direct operation along with MFM & Phase indication lamp.

Unit substation comprising I,II,III & IV as described above and as per specifications.

Supply of main LT/DG & Distribution panel

Design, manufacturing, supply including supervision during installation, testing and commissioning of the following extensible cubicle type indoor mounting, dead front, fully compartmentalised with hinged lockable detachable front & back openable, dust and vermin proof, floor mounting sheet steel clad switchboard fabricated out out of 2mm thick CRCA powder coated sheet steel suitable for use at 415 volts 3 phase 4 wire 50 cycle system and to withstand a symmetrical fault level of 50 KA at 415 volts. Panels shall be fabricated in easily transportable sections, length, height, depth etc. to match with site condition. All incomer breacker shall be interlocked electrically as shown in SLD and specifications.

The following provisions shall be required to be made in the main LT panel as detailed below:

The switchboards shall have provision to accommodate all cabls from the bottom/top as required.

All live accessab;le parts shall be shrouded with 1mm thick polycarbonate/3mm thick FRP sheet and all equipment shall be finger touch proof. The busbar insulation shall be with heat shrinkable sleeves accoding to the colour code. SMC shrounds and busbar supports shall be used. All MCCB door handle shall be interlocked and lockable in OFF position.

Galvanised hardware with zinc passivation shall be used in fabrication of switchboards.

Suitable aluminium earth bus to be provided throughout the length of switchboards.

All indication lamps/illuminated push buttons shall be LED type.

All incomer meters of main LT panel shall be multifunction & should have all the elctrical parameters like ampere, KW,KVAR,KWH,PF, ffrequency etc.

2A SP MCBs shall be used as backup protections.

All MCCBs shall be variable plug settig type with themal magnetic up to 200 A rating and with microprocessor based releases above 200 A rating, line load reversibility lcs=100% lcu & rotary handle, if not mentioned with MCCB.

All control & power wiring shall be brougthout upto the cable alley in the teminal blocks.

All rear door of main LT panel shall be aimirah type with lockable arrangement.

Space heated shll be provided with thermostat with 6A MCB as backup protection in each section of main LT panel controlled with feeder 20 A DP MCB 10 KA.

An approval shall be taken for each panel before manufacturing.

Provision for providing 230V or 24V supply for dual KWHr metering when any or all DG are in operation

One separate compartment of minimum size 400x900 mm for power management system of D.C.U.s with control wiring as per following specification and control wiring scheme:

Control wiring shall be looped from each energy meter till DCU's compartment for sending DCU register change command from data connectivity.

provision of one 6/16 amp socket & compartment lighting for each vertical section of main panel.

5 nos. extra of each RY,B,G,A colour indicating LED lamp and illuminated push buttons and normal push button shall be provided with main LT panel

MIMIC diagram shall be for main LT panel.

MIMIC shall be made of polycarbonate sheet of 5mm thckness fixed on acylic sheet of 2mm thick the size of panel shall be that the diagram can be visualised from 5 to 6 eter distance. The panel shall display complete single line diagram of main LT panel this line diagram shall be be made from luminous nonfading material to glow in dark and each breaker legend shall be provided with bicolour LED lights to show the ON/OFF status of the respective feder(incomers/bus couplers)

All CT shall be cast resin type Class - 3 CT shall be provided up to 60 amp and above that the CT shall be class - 1,

Illuminated push button on starter panels of pumps.

Interlocking/Auto start command terminals for starter panels.

All breakng capacity for MCCB to be lcs=100% lcu.

All MCB to be C curve.

Additional CT's if required for REF of suitable rating burden/class shall be supplied by the contractor/panel manufacturer.

Responsibility of installation of KWHr meter, integration with elecrical sysytem, billing system and smooth operaion of system shall lie with contractor.

Main Panel

Bus Section

Transformer incomer (160 KVA)

1 nos. 320 amps, 36KA, 440 volt 4-P electrically operated (Motorised) MCCB complete with micro processor based tripping mechnism, shunt release (24V D), earth fault release and inbuilt O/C & SC releases (Microprocessor based) Required interlocking with other incomers to be provided as per interlocking/ operation scheme indicated in SLD). The MCCB shall have suitable arrangement for termination of cable on incoming side and busbar connection at outgoing side, complete as required.

Digital flush type class -1.0 accuracy multifunction meter with RS-485 communication port with 3 nos. current transformers of 320/5 ratio, 15 VA class 1.0 for metering and PF correction relays.

6 nos NO/NC contacts for remote opening & closing.

Red/Green/Amber ON/OFF/TRIP indicating lamps with 2A SP MCBbackup protection.

1 set of three phase indicationg LED lamps along with 2A SP MCB backup protection.

spring charge & DC supply heathy indicating lamp with 2A SP MCB backupp protection.

1 no. current transformer of 320/5A burden for PF correction relay.

Motor wound spring closing mechanism.

Suitable arrangement to receve 1 runs 1.1KV 3.5C X 240 SQ. MM AL. armoured XLPE cable.

T-N-C breaker control termnals & wiring as required.

Contral MCB, control terminals & wiring as required.

Combines under voltage nd over voltage relay, 3 phase with time display setting.

restricted earth fault relay.

DG Incomer (82.5 KVA)

1 nos. 160 amps, 25 KA, 440 volt 4-P electrically operated (Motorised) MCCB complete with micro processor based tripping mechanism, shunt release (24V DC), earth fault release and inbuilt O/C & SC release (Microprocessor based) (Required iterlocking with other incomers to be provided as per interlocking/operation scheme indicated in SLD). The MCCB shall have suitable arrangement for termination of cable on incoming side and busbar connection at outgoing side, complete as required.

Digital fkush type class -1.0 accuracy multifunction meter with RS-485 communication port for measurement of THD, KVARH KW, KWH, KVAR, PF, V, A, Hz, equivalent to EM6400, with 3 nos. current transformers of required ratio, 15 VA class 1.0

6 nos. NO/NC contact for remote opening & closing

Red/Green/Amber ON/OFF/TRIP indicating lamps with 2A SP MCBbackup protection.

1 set of three phase indicationg LED lamps along with 2A SP MCB backup protection.

spring charge & DC supply heathy indicating lamp with 2A SP MCB backupp protection.

Motor wound spring closing mechanism.

Suitable arrangement to receve 1 runs 1.1KV 3.5C X 240 SQ. MM AL. armoured XLPE cable.

T-N-C breaker control termnals & wiring as required.

Control MCB, Control terminals & wiring as required.

Combines under voltage nd over voltage relay, 3 phase with time display setting. Reverse power relay.

1 set of push buttons for DG start, DG stop reset & emergency stop.

One 16 amp autometic battery charger with inbuilt facility of trickle/boost & consisting of:

DC ammeter (0-30)V.

DC voltmeter (0-30)amp.

charger ON, OFF indications.

1 nos. 6 window microprocessor based annuciation panel (for each DG set) for following indications & buzzer:

DG set alarm

DG set fault

DC supply failure.

O/V fault

Bus coupler

1 nos. 320 amps, 36KA, 440 volt 4-P elctrically operated (Motorised) MCCB complete with micro processor based tripping mechnisim, shunt release (24V DC), earth fault release and inbuilt O/C & SC release (Microprocessor based) (Required interlocking with other incomers to be provided as per interlocking/ operation scheme indicated in SLD)> The MCCB shall have suitable arrangement for termination of cable on incoming side and busbar connection at outgoig side, complete asrequired for bus coupler.

Busbar

Electrolytic high conductivity aluminium three phase and neutral busbars rated at 400 amps, 25KA, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints. Current density of bus bar to be 1.2 s. mm/amp neutral bus bar shall be 50% of phase bus bar.

Outgoings

1 nos. 250 amps 25 KA 440 volt FP MCCB with earth fault and short circuit release along with 1 no.200A on Load changeover each complete with:

1 nos. 250/5A class - 1.0, 15 VA burden CT's for metering

ON/OFF indicating lamps with MCB AS BACKUP PROTECTION.

Digital three phase, four wire, ,mltifunction meter with V, A, KWH, 485 communication port, class of accuracy-1as required.

1 nos. 125 amps 25 KA 440 volt FP MCCB with earth fault and short circuit release each complete.

1 nos. 80 amps 16 KA 440 volt FP MCCB with earth fault and short circuit release each complete.

1 nos. 63 amps 25 KA 440 volt FP MCCB with earth fault and short circuit release each complete.

3 nos. 40 amps 10KA 440 volt FP MCB.

Main LT/DG panel as described above shall be complete with all interconnections, risers, internal wiring,labels, terminal blocks etc. complete as required.

External Lighting PanelIndoor type located in ESS Room)

1 nos. 80A,415V, lcs=16KA,FP MCCB with variable E/F, O/L and S/C release with set od cast resin C.T's of 80A along with 1 set of timer switch with suitable ratig of contractor for automatic operation.

Bus Bars

Electrolytic high conductivity aluminium three phase and neutral busbars rated at 100 amps, 16KA, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints.

Out going:

3 nos. 32A, FP MCB of 10KA breaking capacity

8 nos. 20A, FP MCB of 10KA breaking capacity

Complete panel described as above

Supply, installation, testing and commissioning of 100 AH capacity, 24V DC maintenance free SMF batteries in full charged condition, including painted MS stand & spill proof plastic trays etc. complete as required as per specifications. Alng with ii) & battery charger unit with provisions of "boost charging" and "Float charging" suitable for 240V, single phase, AC, 50Hz supply system & 24V DC including providing required MCB for DC supply distribution to panel complete as required.

Supply and fixing in position the approved "Shock treatment charts" framed in teak wood frame and covered with glass in fron as required in two languages (Hindi & English)

Supply and laying of non skd elctro mat 1 mtr. Wide and 3.0 mmthick 11 KV grade conforming to IS 15652 as required including cutting to required length complete as required. (for HT panel)

Supply of fire buckets 5 nos. 15 litre capacity duly filled with fine sand and fixed on an angle iron frame as per requirement of local authorities. The fire buckets shall be painted red from outside and white from inside, including lettered as FIRE with white colour with extra handle at bottom.

Supply & laying of non skid electro mat 1 mtr. Wide and 2.0 mm thick 1.1 KV grade IS15652 as required including cutting to required length complete as required.

Supply of standard first aid box as approved by indian red cross society/st. John ambulance brigade and conforming to IS 2217-1963.

Sub-Head -V: DG sets

Design, supply at site, installation, testing & commissioning of 3-phase, 415 volt, 1500RPM, 50 HZ, Diesel generaor set of 82.5 KVA at 0.8 pf lagging diesel engine altemator set mounted on common base frame in outdoor type acoustic enclosure with built in fuel tank of required capacity along with additional day tank capacity of 990 litres including fuel piping, level indicator and valves as required, with AMF panel, battery, batter charger, return fuel cooler, anti vibration mounting padsincluding residential silencer, engine alternator, pcc based auto start & synchronization set, safeies with accessories and control cabling for AMF panel up to 50 mtr. length as per specifacation complete as required. Diesel engineshall conform to IS:10000 and shall be self excited complete with AVR to IS:4722.

Supplying and fixing of undernoted "B" class MS pipe for DG exhaust complete with bends, elbow, flanges etc. as required.

125 mm dia pipe

Supply and fixing of 50mm thick compressed mineral wool insulation (Rock wool0 for DG exhaust pipe with 22 guge aluminium sheet cladding etc. as required for the under mentioned dia pipe.

125 mm dia pipe

fabrication of supports for exhaust pipe, fuel pipe or for any other purpose out of M.S. structural steel including supplying and applying of enamel paint of approved shade after one coast of steel primer of reputed company.

Sub-Head-VI: Boom Barrier & Tyre Killer

Supply installation testing & commissioning of Boom Barrier of 4 mtr. Length of Boom arms. Galvanised and RAL painted with built in control [panel with intensive use. Manual open/close buttons and autometic closing IR device complete with ground loop detection board (for entrance and exit to the main building), 100% duty cycle, High intensive use DC barrie, 180-200Nm operating Torque for 2 sec.nopen/ close time, motor current draw: 12A max. Motor power: 300W. max opening: 90 degree IP54. Inter-changeable barrier )leftto right and vice versa) as required as per given technical specification.

Supply installation testing & commissioning of portable spike barieer tyre/killer suitable to work on manual operation. The main frame is made of 6mm thick flat aluminium strip which made it corrosion resistant, strong and light in weight for easy portable & long durability. Other details are as below a. portable tyre killer - 4 mtr. a. Edge of spike - 10mm, b. hight of spike - 60mm, c. No. of spikes - 85 nos., d.Total weight : 7 kg. (Approx.) e. No. of wheels in packing box - two etc.

Sub-Head-VII: Water cooler

Supply, installation, testing and commissioning of ISI mark water cooler of 150 ltr. tank and 150 ltr. cooling capacity per hour in fully stainless steel body complete as required.

M Gunananda Sharma

Laishram Lalitkumar Singh