AUGMENTATION OF STORE HOUSE FACILITY FOR IAC WED V AT VISAKHAPATNAM

Amount

SCHEDULE "A" PART - I [CIVIL WORKS]

Felling of tree girth exc. 30cm and not exc. 100 cm including cutting of trunk, and branches and stacking of serviceable material and disposal of unserviceable material to outside MD land as directed by Engineer-in-Charge and clearing site complete all as specified and as directed.

Grubbing up tree trunk of girth exc. 30cm and not exc. 100 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and levelling off ground and stacking of serviceable material and disposal of unserviceable material to outside MD land as directed by Engineer-in-Charge and clearing site complete all as specified and as directed.

Surface dressing n exc 15 cm in depth and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches n. exc. 1.5m wide and n. exc.1.5m in depth for foundations, pile cap, beams, shafts, wells, manholes, pier holes, laying of under ground cables or pipe etc., n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in Hard/dense soil complete all as specified and as directed by the Engineer-in-Charge.

M&L for AntitermiteTreating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and as directed by the Engineer-in-Charge.

Excavation over areas n. exc. 1.5m deep for foundations, beams, Pile caps and getting out in hard /dense soil complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in including, spreading, leveling, watering and well ramming in layers n. exc. 25cm thick in any type of soil complete all as specified and as directed.

Material & labour for drilling or boring for 800mm nominal dia. bored cast-in-situ piles, through any or all types of strata i.e soft/loose soil, stiff clay, gravel, cobble stone, compact moorum, soft conglomerate or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method with perennial water and disposal of drilling/bored materials to a distance exc. 10.00 km and n.exc 15.0km and depositing where directed complete all as specified and as directed by Engineer-in-Charge.

All as per Item No.1.009 here-in-before but 1000mm nominal dia piles complete.

All as per Item No.1.009 here-in-before but through hard rock for founding depth of socketing into the hard rock shall be minimum 2D (Where D is dia of pile) in mtr or 1.5mtr whichever is higher depth for 800mm nominal dia piles complete.

All as per Item No.1.009 here-in-before but through hard rock for founding depth of socketing into the hard rock shall be minimum 2D (Where D is dia of pile) in mtr or 1.5mtr whichever is higher depth for 1000mm nominal dia piles complete.

Carrying out initial load tests on test piles in land as per standard procedure laid down in IS-2911 by static load test method including compressive strength including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc. as specified and as directed by GE and submission of reports for a test load of 728.70 ton in non-working areas in the vicinity, including the cost of new piles for 800mm dia with specification as same as working pile with minimum depth of socketing into the hard rock 2D (Where D is dia of pile) Mtr or 1.5mtr whichever is higher depth complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No.1.013 here-in-before but 1000mm nominal dia for a test load of 1014.50 tone complete.

Carrying out routine load test (working pile) as per standard procedure given in IS-2911 (Part IV) 1985 by static test method for 800mm dia Piles for a test load of 437.20 tone complete all as specified and as directed by Engineer-In-Charge

Removal of excavated material all types of soil to a distance n. exc. 50 m and depositing at designated places, complete all as specified and as directed by the Engineer-in-Charge.

Removal of excavated material all type of soil to a distance exc. 1.5 Km but n. exc. 5 Km and depositing at designated places, complete all as specified and as directed by the Engineer-in-Charge.

Removal of excavated material all type of soil to a distance exc. 5 Km but n. exc. 15 Km and depositing at designated places, complete all as specified and as directed by the Engineer-in-Charge.

M&L for sand filling under floors or pavings or in foundations laid in layers n.exc. 15cm thick spread, levelled and rammed including watering and consolidation, complete all as specified and as directed by Engineer-in-Charge.

M&L for filling in floors or pavings or below suspended floor with approved moorum/red bajari obtained from outside MD land of any lead, spreading in layers n exc. 15 cm thick, levelled and rammed including watering complete all as specified and as directed by Engineer-in-Charge.

M&L for hardcore of gauge n. exc. 63 mm, deposited, spread and leveled in layers n. exc. 15cm thick, watered and rammed to a true surface using broken granite stone or boulders complete all as specified and as directed by Engineer-in-charge.

M&L for PCC 1:4:8 type D2 (using 40mm graded Granite stone aggregate) as in foundation, filling and mass concrete,etc., complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC 1:3:6 type C2 (using 40mm graded Granite stone aggregate) as in foundation, filling, mass concrete, etc., complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC 1:3:6 type C2 (using 40mm graded Granite stone aggregate) as in coping and bed plates including necessary form work complete all as specified and as directed by the Engineer-in-Charge.

M&L for plain cement concrete type B1 1:2:4 (using 20mm graded stone aggregate) in haunching/benching or coping including necessary form work complete all as specified and as directed by Engineer-in-charge.

M&L for Providing, cement concrete (1:2:4) type B1 (20mm graded granite stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs, benching/ haunching and the like including necesarry form work and weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-charge.

Material and labour for providing precast cement concrete (RCC) 1:2:4 type B1 (20mm graded granite stone aggregate) in cover slabs for manholes/drains, chullah hoods, chajjas, water troughs, mangers, shelves, baffle wall and similar articles set in CM 1:4 with plain fair faces, including necessary formwork etc., complete all as specified and as directed by Engineer-in-Charge. Note: Reinforcement shall be measured and paid separately under respective item of schedule 'A'

M&L extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as specified and as directed by Engineer-In -Charge. Note:- Inner girth only shall be measured for payment.

Material and labour for providing precast plain cement concrete (1:3:6) type C1 (Using 20mm graded granite stone aggregate) in cills, copings, bonders for stone masonry and the like, set in CM (1:6) , including necessary formwork etc., complete all as specified and as directed by Engineer-in-Charge. Note: Reinforcement shall be measured and paid separately under respective item of schedule 'A'

M&L for reinforced cement concrete (Ready mix concrete) by design mix M-40 grade (Using 20mm graded granite stone aggregate) as in bore holes using Portland slag cement and admixture Auramix 400 of fosroc/Smartcare maximo plast PX range of Asian paint or equivalent for piles in tremie method including necessary dewatering, formwork, concrete mixed in RMC plant, transporting, placing, compacting, vibrating etc., complete all as specified and as directed by the Engineer-in-Charge.

M&L for reinforced cement concrete of grade M-40 (Design mix using 20mm graded granite stone aggregate) using ready mix concrete including supply and mixing of admixtures, as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, pile caps, suspended floor beams & slabs, plinth protection, basement slabs, under-reamed piles etc. using Portland slag cement and handling, conveyance, errection with alignment in true position complete all as specified and as directed by the Engineer-in-Charge.

All as per item No.1.032 here-in-before but slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, duct slab and in shelves and the like complete.

All as per item No.1.032 here-in-before but as in columns, Pillars, piers, vertical bands, posts and struts etc complete.

All as per item No.1.032 here-in-before but as in floor beams, roof beams, cantilevers, bressumers, middle beams, lintels over 1.5m span and lintel bands etc complete.

All as per item No.1.032 here-in-before but as in staircase complete.

Chipping off laitance concrete in piles above cut off level upto a maximum of 1m from cut of level and disposal to distance of exc. 10.0Km but n. exc. 15Km and depositing at designated places, complete all as specified and as directed by the Engineer-in-Charge.

M&L for brick work using fly ash bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L for brick work using fly ash bricks, straight or curved on plan to any radius as in half brick thick walls (100mm thick) built in cement mortar 1 :4 including supply and fixing of 2 Nos of 8mm dia CRS TMT bars at every fourth course of brick work complete all as specified and as directed by the Engineer-in-Charge.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted brought up to courses built in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.

Extra over walling of random rubble masonry uncoursed or brought upto course for hammer dressing to granite or trap face stone and dressing of face beds and joints as specified with maximum depression 20mm complete all as specified and as directed by Engineer-in-Charge.

M&L for steel formwork to sides of concrete foundations, pile caps, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, waist slabs, landings and similar work not exceeding 200mm thick (horizontal or sloping) complete all as specified and as directed by Engineer-in-Charge.

All as per item No.1.043 here-in-before but to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs etc. also splays between floors and beams, etc. complete.

All as per item No.1.043 here-in-before but to fins, louvers, fascia for fair finished surfaces of concrete flat complete.

All as per item No.1.043 here-in-before but to sides of pillars, posts, struts, columns and the like complete.

All as per item No.1.043 here-in-before but to sides and soffits of chajjas including supports overhangs etc. and splays between floor and beam etc complete.

All as per item No.1.043 here-in-before but to staircases with sloping or stepped soffits including risers and stringers (excluding landing) for fair finmished surfaces, complete.

All as per item No.1.043 here-in-before but to to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surfaces, complete.

M&L for steel form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floors and roofs etc. exc. 10cm but n. exc. 20cm wide for fair finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L for steel formwork to rough finished surfaces of concrete edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide flat all as specified and as directed by the Engineer-in-charge.

S&F factory made solid PVC door frame of size 50 mm x47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube supply and fix in openings as per drawing complete all as specified and as directed by the Engineer-in-Charge.

S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Paneling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame including builders hardware as per specification & drawing complete all as specified and as directed by Engineer-in-charge.

S&F 200mm long aluminium, anodised barrel tower bolts of extruded section complete all as specified and as directed by Engineer-in-charge.

S&F 125mm long aluminium, anodised barrel tower bolts of extruded section complete all as specified and as directed by Engineer-in-charge.

S&F 16mm dia 250 mm long aluminium alloy, anodised sliding door bolt with hasp, staple and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded section and fixed complete all as specified and as directed by Engineer-in-charge.

S&F 125mm size butt hinges, extruded aluminium alloy with galvanised mild steel pin, anodized and fixed, type C-21 complete all as specified and as directed by Engineer-in-charge.

S&F for 150mm long aluminium alloy handles with 25X3mm thick plate, fabricated type, anodised complete all as specified and as directed by Engineer-in-charge.

S&F brass mortice locks, vertical type 100mm size 4 levers complete all as specified and as directed by Engineer-in-Charge.

S&F floor door stopper with rubber shoe 150mm long of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed complete all as specified and as directed by Engineer-in-charge.

S&F aluminium (extruded section) door closer hydraulically regulated, designation No.3, universal type, suitable for door shutters of 851 to 1000mm in width and of weight between 61 to 80 kg and fixed complete all as specified and as directed by Engineer-in-charge.

M&L for reinforcement in any situation using Corrosion resistant TMT steel bars of grade Fe-500D, 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. or securing with clips complete all as specified and as directed by the Engineer-in-Charge.

All as per item No. 1.062 here-in-before 6mm dia and upto 8mm dia bars complete.

All as per item No. 1.062 here-in-before but 5mm dia. and over upto and including 12mm dia. as in stirrups, spacers and binders complete.

M&L for providing and installing 8mm thick MS liner for bored cast-in-situ concrete piles with stiffeners (as shown in drawing), driving shoe with continuous welding including cutting, bending welding etc. confirming to Fe 410W Gde E-250 Quality BR/B0 complete all as specified and as directed by the Engineer-in-Charge. Notes:- (i) Rate shall be inclusive of cutting the liner at cut off level. The rate is deemed to include for cutting, removal and salvage value of the material so obtained. (ii) MS liner shall be driven upto refusal level/rock touch level, the occurrence of refusal level will be decided by GE at site based on visual inspection of bailer samples from pile bore hole, past experience and laboratory test result. The decision of GE in this regard will be final and binding. (iii) MS liner will be measured and paid up to the cut off level only of pile. Additional MS liner if used for convenience of construction shall be included in the rates quoted. Nothing extra shall be paid separately on this account.

S&F aluminium powder coated frame for doors, partitions, windows and ventilators with one or more rebates of extruded built up standard tubular and other section of approved make according to IS 1868 (Thickness of powder coating not less than 50 micron).) fixed with rawl plugs, aluminium anodised screws or fixing with clamps or with expansion hold fasteners including necessary filling up of gaps of junctions at top and bottom and sides with required PVC/neoprene felt etc. Aluminium sections should be smooth, rust free, straight mitred and jointed mechanically wherever required including cleat angle, PVC/Neoprene gasket for glazing, paneling, aluminium anodised screws etc. complete all as specified and as directed by the Engineer-in-Charge. Note: Minimum thickness of powder coating shall be 50 micron.

M&L for Powder coated aluminium door shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. complete all as specified and as directed by the Engineer-in-Charge. Note: Minimum thickness of powder coating shall be 50 micron.

M&L for Powder coated aluminium window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified and as directed by the Engineer-in-Charge. Note: Minimum thickness of powder coating shall be 50 micron.

S&F factory made aluminium powder coated decorative grill for doors, windows and ventilator with one or more rebates including jointing cleats/beading 'U' or 'H' channel for fixing etc. complete all as specified and as directed by the Engineer-in-Charge. Note: Minimum thickness of powder coating shall be 50 micron.

S & F for structural steel work in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. of Fe-410 (grade -E-250) quality- A all as specified and directed.

M&L for structural steel work in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment of confirming to Fe-410 (Gde-E-250) quality- A complete all as specified and as directed.

M&L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc.confirming to Fe 410W (Gde E-250 Quality A) complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete complete all as specified and as directed.

Supply only PVC coated chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including binding wire with GI mild steel wire 0.90mm dia complete complete all as specified and as directed by the Engineer-in-Charge.

Fixing only PVC coated chain link fencing any size or type including binding wire with GI mild steel wire 0.90mm dia complete complete all as specified and as directed by the Engineer-in-Charge.

M&L Steel rolling shutters, gear operated type with ball bearing with bevel gear box and crank handle, as specified including top cover, anchoring rod, hasp and staple, 1.25 mm laths, guide channels and one shop coat of primer including erected in position complete all as specified and as directed by Engineer-in-charge.

S&F 12mm thick pre-laminated particle board, exterior grade, pre-laminated on both sides with decorative choice lamination and fixed in aluminium partitions, doors shutters etc, with aluminium glazing clips complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terrace etc., consisting of following sequences of operations on RCC surfaces, complete all as specified and directed by the Engineer-in-Charge: (a) Clean the surfaces thoroughly and apply a coat of hot blown bitumen of grade 85/25 @1.2 kg/sqm over bitumen primer @ 0.5 kg/ sqm. (b) Polymeric water proofing (Actatic poly propelene) membrane 3 kg/ Sqm and minimum 3mm thick reinforced with polyester non woven fabric (non woven fabric wt. not less than 150 gms/sqm) shall be laid over the entire surfaces.

Material and labour for water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terrace etc., consisting of following sequences of operations on RCC surfaces, complete all as specified and directed by the Engineer-in-Charge: (a) Clean the surfaces thoroughly and apply a coat of hot blown bitumen of grade 85/25 @1.2 kg/sqm over bitumen primer @ 0.5 kg/ sqm. (b) Polymeric water proofing (Actatic poly propelene) membrane 3 kg/ Sqm and minimum 3mm thick reinforced with polyester non woven fabric (non woven fabric wt. not less than 150 gms/sqm) shall be laid over the entire surfaces. (c) Finishing the surface with a coat of bituminous aluminium paint at 0.1kg per sqm.

Supply and fix suspended false ceiling of gypsum board of 12mm thick conforming to IS with GI perimeter channel of size 20 x 30 x 27 x 0.9mm (having one flange of 20mm and another flange of 30mm and web 27mm) along perimeter of ceiling, screwed fixed to wall with help of nylon sleeves and screws of 610mm centre to centre suspending GI infemedia techchannels of size 15 x 45 x o.9mm thick ( two flanges of 15mm each and web 45mm) from the soffit 1200 mm centre to centre both ways with ceiling angle soffit cleat of size 27 x 37 x 25 x 1.6mm thick fixed to soffit with rawl plug. Ceiling section of 80 x 25 x 5mm fixed to the intermediate channels with the help of connecting clip 2.64mm dia and in direction perpendicular to the intermediate channel at 365 mm centre fixing gypsum board with screws 250 mm centre to centre including jointing compound joint paper tape and drywall top coat and two coats of oil bound distemper over a coat of putty, all as specified and shown on drawing No. DGNP/TD/211 sheet 1/1 and as per manufacturers instructions.

Supply and fix Plain Aluminium sheeting of 0.56 mm thickness, Alloy 31000 H4 in stepped flashing (measured as the minimum rectangle from which the pieces can be cut),complete all as specified and directed by the Engineer-in-Charge.

Supply and application of epoxy resin based anti-static self levelling floor topping, consisting of araldite barriers kole primer with 100 microns thickness over and above self level primer 1 mm using GY257+Aradvr140+Quartz filter, self adhesive copper tape of size 25 mm width and 150mm length at one end of the floor connected to copper earth strip,over and above the primer application of preformulated conductive base coat applied as conductive under coat at 100 microns thick having surface resistance of 3x10 3 ohms to 9x10 3 ohms. top coat 2mm thick using Araldite GY257+Aradvr 2963 silica floor + Quartz sand + conductive pigment + preformulated conductive additives, the top system having surface resistance of less than 50 K ohms, spread slowly and evenly levelling with serrated trowel including rolling slowly with spike rollers to clean the concrete floor before laying anti static flooring, complete all as specified and directed by the Engineer-in-Charge.

M&L for 50 mm thick Vacuum Dewatered concrete flooring using M 20 grade concrete design mix by vacuum processing with use of suction mat and vacuum pump and trowelling the surface with skim floater including sprinkling floor hardner at 5 kg/Sqm over concrete surface while it is green and the surface finished mechanically even and smooth, complete all as specified and directed by the Engineer-in-Charge.

M&L for 18 to 20mm thick Granite (of any type) tiles, machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing, complete all as specified and directed by the Engineer-in-Charge.

M&L for Solid PVC wall Lining consisting of 5mm thick Plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing complete all as specified and as directed.

M&L for 40mm thick plain cement concrete 1:2:4 type B1 (using 20mm graded granite stone aggregate) as in sub floors, sub bases, flooring and pavings etc finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L for 75mm thick plain cement concrete 1:2:4 type B2 (using 40mm graded granite stone aggregate) as in sub floors, sub bases, flooring and pavings etc finished fair and even without using extra cement to receiving topping complete all as specified and as directed by the Engineer-in-Charge.

M&L for 25mm thick plain cement concrete 1:2:4 type B0 (using 12.5mm graded granite stone aggregate) as in sub floors, sub bases, flooring and pavings etc finished fair and even without using extra cement to receiving topping complete all as specified and as directed by the Engineer-in-Charge.

M&L 100mm thick plain cement concrete 1:2:4 type B2 (using 40mm graded granite stone aggregate) as in sub floors, sub bases, flooring and pavings etc finished even and smooth without using extra cement all as specified and as directed by the Engineer-in-Charge.

M&L for coloured glazed ceramic tiles 300mmX200mmX7 to 8mm thick set and jointed in neat cement slurry and pointed in coloured cement to match the surface of tiles in vertical surfaces such as skirting/dado etc complete all as specified and as directed by the Engineer-in-Charge.

M&L for coloured non skid ceramic tiles 7mm to 8mm thick (square/rectangular) area of each tile exeeding 0.06 sqm but not exceeding 0.11 sqm, set and jointed in neat cement slurry and pointed in coloured cement to match the surface of the tile complete all as specified and as directed by the Engineer-in-Charge.

All as per item No. 1.091 here-in-before but work on vertical surfaces such as in skirtings, dados and risers of steps etc complete.

M&L for 10mm thick dark coloured vitrified ceramic tiles (square/rectangular) polished, area of each tiles exc. 0.36 Sq.m. but n. exc. 0.42 Sq.m., in floors etc. set and jointed in neat cement slurry and pointed in coloured cement to match with the tile surfaces complete all as specified and as directed.

All as per item No. 1.093 here-in-before but work on vertical surfaces such as in skirtings, dados and risers of steps etc complete.

M&L for factory made coloured chequered cement concrete tiles 200 x 200 x 20 to 25mm thick, machine pressed, set jointed and pointed in neat cement slurry in floors with grey cement and no pigment, and cut and polished complete all as specified and as directed.

Material and Labour for 80 mm thick Machine pressed precast concrete interlocking paver block of any shape and size, duly embossing the make, conforming to IS 15658-2006 of M-40 Grade laid over the sand cushioning with grey cement and pigment, complete all as specified and directed by Engineer-In-Charge. Note : Sand cushioning shall be measured and paid for separately.

Material and Labour for 5mm thick rendering in CM (1:3) on surfaces of ceilings etc., finished even and fair without using extra cement all as specified and as directed by the Engineer-in-charge.

M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces of walls in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed.

M&L for rendering 15 mm thick on stone masonry surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar 1:6 and finished smooth and even without using extra cement. complete all as specified and as directed.

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:6 and finished the surface fair and even to receiving topping complete all as specified and as directed.

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in two layers. 10mm thick in cement mortar 1:6 followed by 5mm thick plaster in cement mortar 1:4 mixed with water proofing compound as per manufacturer's instructions and finish the surface fair and even without using extra cement, complete all as specified and as directed by the Engineer-in-Charge. Note: Supply of WPC will be measured and paid separately.

M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces of walls in CM 1:4 finished even and smooth with using extra cement, complete all as specified and as directed by the Engineer-in-Charge.

M&L for 15mm thick screed bed or bedding layer in CM (1:6) for laying floor finishes complete all as specified and as directed by Engineer-In -Charge.

Supply only Integral Water Proofing Compound.

M&L for preparation of surfaces and applying three coats of white wash on newly plastered surfaces of ceilings complete all as specified and as directed by Engineer-in-Charge.

M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surfaces of walls and finishing walls with Acrylic Smooth exterior paint of required shade new work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and directed by Engineer-in-charge.

Supply and fixing 5.5/6mm thick sheet glass of ordinary quality with frosted on one side of approved brand and shade fixed in position with and including PVC/Neoprene gasket for glazing, glazing clips in doors, windows, partitions in squares not exc 0.50 Sqm in each pane etc. complete all as specified and as directed by Engineer-in-charge.

All as per item No. 1.108 above but exc. 0.5 Sq.m. each pane.

M&L for Structural glazing with reflective glass 6 mm thick aluminium transom bar, bolt nuts and washers, silicon adhesive 3 mm seal with double layer face,etc., complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new or previously untreated surfaces of steel or steel based surfaces of any description, not otherwise described, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of zinc chrome primer complete all as specified and as directed.

M&L for preparation of newly plastered surfaces of wall and applying two coats of cement base paint over a coat of alkali resistant primer all as specified and as directed.

S&F 15mm dia bore chromium plated bib taps, fancy type, cast copper alloy, quarter turn, screwed down screwed for iron pipe or for brass ferrule complete all as specified and as directed by Engineer-in-charge.

S&F 15mm bore chromium plated pillar taps, fancy type, cast copper alloy, quarter turn, screwed down high pressure with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed by Engineer in charge.

S&F chromium plated 15mm bore stop valves, fancy type, quarter turn, cast copper alloy, with long shank and cup (concealed), screwed down high pressure quarter turn screwed both ends for iron pipe or for unions complete all as specified and as directed by Engineer in charge.

S&F cardiff health faucet (Cat No T9941A1 of Parryware or equivalent) with and including connecting hose 1.0 m long (Cat No T991999 Make Parryware or equivalent) and Jet angle valve Cat No (T 9914A1 of Parryware or equivalent) and hook fixed to wall complete complete all as specified and as directed by Engineer-in-charge.

S&F 110mm bore PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints laid in trenches and floors complete all as specified and as directed.

S&F 75mm bore PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints laid in trenches and floors complete all as specified and as directed.

S&F 110mm bore PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to wall with brackets complete all as specified and as directed.

S&F 75mm bore PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to wall with brackets complete all as specified and as directed.

S&F PVC (SWR) vent cowl suitable for 110mm bore pipes including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S&F PVC (SWR) vent cowl suitable for 75mm bore pipes including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

Supply and Fix three layered Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top), 1000 Litres, hoisted and fixed in position all as specified in SSR Part I, complete all as specified and as directed by the Engineer-in-Charge.

S&F PVC (SWR) bend any radius suitable for 110mm bore pipes including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S&F PVC (SWR) bend any radius suitable for 75mm bore pipes including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S&F PVC (SWR) branch pieces suitable for 110mm bore pipes, (single Y), equal or unequal, ordinary or inverted with oval access door including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S&F PVC (SWR) branch pieces suitable for 75mm bore pipes, (single Y), equal or unequal, ordinary or inverted with oval access door including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S & F PVC(SWR) floor/nahani trap 100x75mm size with grating including jointing to waste pipe with solvent cement complete all as specified and as directed by Engineer-in-charge.

S &F 110mm dia PVC (SWR) EWC connector bent type and jointed with solvent cement all as specified and as directed.

S & F PVC (SWR) gully trap 125/110mm size including jointing to waste pipe with with solvent cement complete all as specified and as directed by Engineer-in-charge.

Supply and fix Galvanised steel water tubing 15 mm bore medium grade conforming to IS:1239 (Part I) including all fittings (such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc) and fixed to walls/ceilings/ laid in floors including testing complete all as specified and as directed by the Engineer-in-charge.

All as per item No. 1.131 here-in-before but 20mm bore complete.

S&F stainless steel of grade SS 316 L pipes of 50mm dia and thickness not less than 2mm as in ladders with SS cap at bottom of posts, fabricated, welded and fixed as indicated in drawings including necessary specials complete all as specified and as directed by Engineer in charge

All as per item No. 1.133 here-in-before but 40mm bore complete.

All as per item No. 1.133 here-in-before but 20mm bore complete.

S&F of 40mm dia HDPE pipes fixed to walls or laid in floors as waste pipe including all fittings. complete all as specified and as directed by Engineer in charge

M&L toilet paper holder coloured of vitreous china box type fixed to walls with chromium plated brass screws complete all as specified and as directed.

S&F vitreous china white half stall type urinal with grating and unions for discharge pipe line including 32 mm dia PVC polythene pipe of suitable length from the urinal to trap of below including necessary jointing complete. Make of JAQUAR Model no URS-WHT 0701 or its equivalent all as specified and directed.

S&F towel rail 600mm long stainless steel chromium plated completed make of model No T6001A of Parryware make or its equivalent all as specified and directed.

S&F vitreous china wash down water closet pan EWC (pedestal pattern) with 'P' or 'S' trap including flushing cistern 10 Ltr capacity, plastic water closet seat, Jet Spray, black closed pattern with flat bottom and cover and fixing charges of flushing cistern etc make of JAQUAR Model no SLS-WHT 0318 or its equivalent all as specified and directed.

S&F Vitreous china wash hand basin flat back, white including brackets, cutting for and pinning in ends of brackets, 40mm dia CP brass waste fittings of make of JAQUAR Model no FNS-WHT 0606 or its equivalent all as specified and directed.

S&F PVC connection (high density) 15mm bore 450mm with PTMT nuts both ends with rubber washer complete all as specified and as directed by Engineer-in-charge.

Material and Labour for construction of 50 Users Septic Tank (Brick masonry with cement mortar 1:4) including excavation in any type of soil, returning filling and removing excavated material beyond MoD land including plastering of internal wall surface with cement mortar 1:4 and RCC cover slab with M-40 Design mix all as per Drg No. DGNP/TD-236 Sheet No. 1/1, complete all as specified and as directed by the Engineer-in-Charge.

M & L for soakage pit for 50 users including all necessary earth work in any type of soil, PCC (1:3:6) in foundation, RR masonry work in CM (1:4), RCC cover slab in M25, filling with brick bats, removable RCC cover etc, complete all as specified with all necessary fittings as shown in drg No. DGNP/TD/202 Sht No. 1/1 dated 10.04.2012.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested; in PCC 1:3:6 type C2 using 40 mm graded aggregate for 450mm bore pipe complete all as specified and as directed by Engineer-in-Charge.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested; in PCC 1:3:6 type C2 using 40 mm graded aggregate for 150mm bore pipe complete all as specified and as directed by Engineer-in-Charge.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested; in PCC 1:3:6 type C2 using 40 mm graded aggregate for 200mm bore pipe complete all as specified and as directed by Engineer-in-Charge.

M&L Reinforced concrete pipes, class NP2, 450mm bore, laid and jointed in cement mortar complete with collars all as specified and as directed by Engineer-in-Charge.

M&L for reinforced concrete pipes, class NP3, 150mm bore, laid and jointed in cement mortar complete with collars all as specified and as directed by Engineer-in-Charge.

M&L for reinforced concrete pipes, class NP3, 200mm bore, laid and jointed in cement mortar complete with collars all as specified and as directed by Engineer-in-Charge.

M&L for forming 12 mm thick expansion joint in 150 mm thick concrete slab / parapet filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’, complete all as specified and as directed by Engineer-in-charge.

Forming 12mm thick Expansion joints for 100 mm thick plinth protection etc., filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’, complete all as specified and as directed by Engineer-in-charge.

SUB TOTAL OF SCHEDULE "A" Part - I

SCHEDULE "A" PART - II [INTERNAL ELECTRIFICATION]

M & L for point wiring with 1.5 Sq.mm. (nominal cross sectional area) PVC FRLS insulated unsheathed cable with copper conductor, single core multi stranded 1100 V grade confirming to IS 694: 1977 drawn in rigid PVC conduit concealed including provision of 20mm bore rigid PVC conduit as per IS 9537 (Part 1-1983) with conduit accessories, provision of junction boxes, tees, terminal boxes with factory made MS boxes, modular cover plate with frame for mounting modular switches/ sockets etc, including one run of 1.5 Sq.mm. single core PVC FRLS unsheathed cable with multi stranded copper conductor as earth continuity conductor and connected to common earth dolly for one light/bell/fan/exhaust fan/wall mounted fan controlled by one way switch complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No 2.01 here-in-above but for 5A socket on independent board complete.

All as per Item No 2.01 here-in-above but for 5A socket on same board complete.

All as per Item No 2.01 here-in-above but for Bell point complete.

All as per Item No 2.01 here-in-above but controlled by two way switches complete.

All as per item No 2.01 here-in-before but with 2.5 Sqmm copper conductor cable and 2.5 Sqmm cable as earth continuity conductor for 5/15 Amp socket point/security light point controlled by one switch complete.

M & L for fixing of modular switch, 1 module, single pole one way 5/6 Amps 230 V complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No 2.07 here-in-above but two way modular switch complete.

M & L for fixing of modular switch 1 module, 15/16Amps, single pole, one way, 230 V complete all as specified and as directed by the Engineer-in-Charge.

M & L for fixing of modular socket, 2 module, 2/3 pin, 5/6Amps on independent board/ same board complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for provision of Bell push, Modular type, 5 Amp. complete all as specified and as directed by Engineer- in -charge.

M & L for fixing of modular socket 2 module, 2/3 pin, 15/16Amps, 230 V complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for provision of Bell Dingdong, AC, 230 volts, single pole multi purpose type complete all as specified and as directed by Engineer-in-charge.

S & F 28 Watt, 100 lumen/watt, LED panel 2'x2' Square light fitting of compact structure surface/recess mounted Decorative type complete with all accessories internally pre wired and including connecting up with three core twisted flexible copper conductor cable with suitable size complete all as specified and as directed by Engineer-in-Charge. Make: Model No. VENUSNEOHE4X1PLR28WLED857S of Hevells or equivalent model of approved make.

S & F 20 Watt, LED tube light fitting of compact structure surface mounted Decorative type complete with all accessories internally pre wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size and including light, complete all as specified and as directed by Engineer-in-Charge. Make: LED batten as per Cat Part No. LUMILINEPLUSNEOBS20WLED865 SPCSSIND and LED rod as per Cat part no. PHOTONULTR A2.01213T8SSTL 20WLED865SPC of make Havells or equivalent model of approved make.

S & F 1 x 10 Watt and above LED Mirror tube light fitting of compact structure surface mounted Decorative type complete with all accessories internally pre wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size and including light complete all as specified and as directed by Engr-in-Charge. Make: Model No. CCS-103-10-65-SL-DP-NWH of Crompton or equivalent model of approved make.

S & F LED type, street light luminaries 45 Watt and above capacity with IP 66 comprising of epoxy powder coated hsg, enclosed with toughened glass cover in frame including complete accessories with perspex cover, suitable size of GI pipe bracket, medium grade of length not less than 1.2 mtr bend to fix the light fitting, clamps, 20 mm PVC pipe to run the cable upto light fittings, nuts and bolts for fixing on wall/pole etc complete all as specified and directed by Engineer-in-charge. Make: Model No. ENDURASUNDOWNSL45WLED765PASYBOPC of Havells or equivalent model of approved make.

S & F of Energy Saving, environment friendly LED High Bay lights 150 watts , 230 volts Flood light Luminaries with high Pressure Die Cast Housing and IP 66 protection complete with all accessories and internally pre wired and connecting up with three core twisted flexible copper conductor cable with suitable size complete all as specified and as directed by Engineer-in-charge. Make: Model No. JETAIRISFLS150WLED757ARNBLTG of Havells or equivalent model of approved make.

S&F ceiling fan 230 V, 1200mm sweep (Energy Efficient and 5 Star Rated) with complete accessories including provision of suitable down rod, flexible 3 core cable suitable for 230 Volt, AC 50 Hz complete all as specified and as directed.

Supply and fix heavy duty exhaust fan 450mm sweep 1440 RPM operates in 230 V, single phase with louvers with all accessories and necessary PCC work including connection, testing etc. complete all as specified and as directed by Engineer-in-charge.

All as per item No 2.20 above but 300mm sweep, 900RPM complete.

Supply and fixing of MCCB DB TPN 8 ways vertical type with MCCB incoming and MCB out going, double door complete all as specified and as directed by Engineer-in- charge. Note:- MCCB and MCB shall be measured and paid seperately.

M & L for circuit/ sub main wiring with two runs of 6.0 Sqmm nominal cross section area PVC FRLS insulated unsheathed cable with copper conductor, single core multi stranded 1100 V along with one run of 6.0 Sqmm PVC FRLS insulated unsheathed cable with copper conductor, single core multi stranded as earth continuity conductor through and including suitable size rigid PVC conduit as per IS-9537 (Part-I:1983) of suitable bore and accessories, medium grade complete all as specified and as directed by the Engineer-in-Charge.

All as per item No 2.23 here-in-before but two runs of 4.0 sqmm phase wire and one run of 4.0 sqmm as earth wire complete. Note for item no 2.23 and 2.24 : Two runs of cable as specified of phase wire, one run of earth wire and one run of conduit shall be measured as one unit.

All as per item No 2.23 here-in-before but four runs of 10.0 sqmm phase wire and two runs of 10.0 sqmm as earth wire complete. Note : four runs of cable as specified of phase wire, two runs of earth wire and one run of conduit shall be measured as one unit.

Supply and fixing of MCB DB, TPN 4 ways, double door 415V with 200amps rated busbar and neutral link complete all as specified and as directed by Engineer-in- charge.

Supply and fixing of MCB DB, TPN 6 ways, double door 415V with 200amps rated busbar and neutral link complete all as specified and as directed by Engineer-in- charge.

Supply and fixing of MCB DB, SPN 8 ways, double door 220V with 200amps rated busbar and neutral link complete all as specified and as directed by Engineer-in- charge.

Supply and fixing of MCB DB, SPN 4 ways, double door 220V with 200amps rated busbar and neutral link complete all as specified and as directed by Engineer-in- charge.

Supply and fix MCB SPN 40-63A, C- curve, 10KA with necessary connecting up in MCB DB complete all as specified and as directed by Engineer-in-Charge

Supply and fix MCB SP 6-32A, C- curve, 10KA with necessary connecting up in MCB DB complete all as specified and as directed by Engineer-in-Charge

Supply and fix 4 Pole MCCB 125A, 415V, C- curve, 35KA with necessary connecting up in MCB DB complete all as specified and as directed by Engineer-in-Charge

Supply and fix MCB TPN 415V 40-100A, B- curve, 10KA with necessary connecting up in MCB DB complete all as specified and as directed by Engineer-in-Charge

Supply and fix RCBO double pole 40 Amp 30 mA complete all as specified and as directed by Engineer-in-Charge

Supply and fix RCBO double pole 63 Amp 100 mA complete all as specified and as directed by Engineer-in-Charge

M&L for provision of single pole and neutral metal clad enclosure with 2 pin and earth plug and socket complete with Double Pole MCB of capacity 20 Amps, 240V complete all as specified and as directed by Engineer-in-charge.

Supply and fix energy efficient air circulator fans 230 Volts single phase oscillating 750 mm sweep suitable for wall mounting with all accessories complete all as specified and as directed by Engineer-in-charge.

M & L for earthing complete with galvanised steel earth plate electrode 60cm X 60cm X 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised earth lead 4mm GI wire by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No.3 of SSR Part-I including excavation/earth work in any strata, adequate quantity of charcoal and common salt, PCC chamber with RCC cover slab with suitable handle and angle iron frame of suitable size to fix the cover, with 20mm bore GI pipe light grade for watering with funnel, wire mesh and 25mm bore GI pipe medium grade for GI wire protection and 4mm GI earth wire including testing on completion complete all as specified and as directed by Engineer-in-Charge. Note: Earth wire will be measured after 7.5mtr from the earth strip or earth testing terminal block whichever is lesser shall be measured and paid under relevant item.

M & L for Ceiling rose surface bakelite 65 x 50 mm having 3 terminals complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing stepped type modular Fan regulator 2 module suitable for 230 Volt, AC, 50 Hz complete complete all as specified and as directed.

SUB TOTAL OF SCHEDULE "A" Part - II

SCHEDULE "A" PART - III [EXTERNAL ELECTRIFICATION]

Supply, installation, testing & commissioning of copper wound step down transformer, outdoor type complete with standard fittings, 3 phase, 1250KVA, 11/0.433KV, Dyn 11", OCTC (+7.5% to -7.5%@ 2.5%) natural ester oil cooled transformers, temp rise, impedance and losses shall conform to IS 1180- level III, radiators shall be hot dip galvanized (HDG) to avoid corrosion. HV cable box and LV cable box as per specifications, with and including civil foundation as per OEM recommendations, complete all as specified and as directed. Notes: (i) Drawings shall be approved by Garrison Engineer. (ii) Foundation shall be as per manufacturers recommendation. (iii) The two winding power transformer shall be nature oil immersed conform to IS-1180, Level-III and IEC-62770 standard for natural ester oil filled transformer. The equipment shall confirming to latest applicable standards as follows: a) IS:2026 for tests and tolerance on guaranteed particulars. (b) IS: 1180 for Losses and Impedance. (c) IS:3639 for fittings and accessories (d) IS : 2099 for brushing > 1000V (e) IS:7421 for bushing <1000V. (f) IS:1271 for electrical insulation classified by thermal stability. Terminal Arrangement: (a) HV & LV Side: Cable Box (b) Quad fabracating cable box with five compression glands for PVC cable and one additional neutral terminal shall be bought out separately for earthing purpose on LV Side. (c) First filling of new and unused transformer oil [IS-335 Marked]. filtered and tested up to 50 KV dielectric strength at 2.5mm air gap between testing electrodes. Certification of dielectric strength shall be submitted by the contractor after filling the oil.

Item No. 3.01 Contd................, (d) Apart from routine tests mentioned in these tender documents and relevant IS, pre-commissioning inspection of Transformer shall be carried out by Senior Electrical Inspector/ Electrical Inspector. Fittings: (a) Externally hand operated Off-Circuit tap switch with position indicator and locking device. (b) Conservator with oil gauge, filling hole with plug & drain hole with plug. (c) Undercarriage with four plain rollers. (d) Oil filling hole cum air release plug. (e) Drain valve cum sampling valve. (f) Top filter valve with plug. (g) Rating plate with diagram plate. (h) Lifting lugs for transformer. (j) Lifting lugs for core. (k) Earthing terminals. (l) Thermometer pockets. (m) Silica breather. (n) Explosion vent. (o) Double float Buchholz with alarm and trip contacts including control cable of copper conductor of size & length from Marshalling Box to relay of VCB. (p) Other standard fittings as per OEM recommendations. (q) The rep of the Accepting Officer shall visit and inspect the transformer at workshop before dispatch. Please refer PS clause 22.11 here-in-after

(r) Buchholz Relay with 2 shut-off valves (s) Marshalling box with double window (t) OCTC

Item No. 3.02 Contd., RMU shall be provided with mechanical indicators for position ON-OFF-earth and mimi diagram at the front facia of the RMU, manometer with remote contacts and two numbers of strip type heater 230 volts, AC, single phase, 80 watts. Auxiliary PT 11 KV/230 Volts, AC shall be provided in the Bus PT panel. RMU shall be provided with manual operating handle, operation, installation and commissioning manual and the RMU shall be tested for internal arc for 21 KA for 1 sec with AFLR classification. The internal arc test 21 KA for 1 sec with AFLR classification. The internal arc test 21 KA for 1 sec shall be done for main tank and cable box both separately. The switch gear equipment shall be suitable for service on an electrical power system of 11 KV, 3 phase, 50 Hz. They shall be of single bus bar, metal clad, floor mounting type provided with integral earthing and testing's terminals. They shall be fully tropicalised and suitable for use at an ambient temperature of 40̊ C, relative humidity upto 100%, single phase, 80 watts. auxiliary PT 11 KV/230 Volts, AC shall be provided in the bus PT Panel. RMU shall be provided with manual operating handle, operation, installation and commissioning manual and the RMU shall be tested for internal arc for 21 KA for 1 sec with AFLR classification. The internal arc test 21 KA for 1 sec with AFLR cassification. The internal arc test 21 KA for 1 sec shall be done for main tank and cable box both separately. The switch gear equipment shall be suitable for service on an electrical power system of 11 KV, 3 phase, 50 Hz. They shall be of single bus bar, metal clad, floor founting type provided with integral earthing and testing's terminals.

Design, manufacture, supply, installation, testing and commissioning of HT, 11 KV VCB line up stand alone incoming Outdoor VCB KIOSK, 630 Amps, 26.3 kA / 3 Sec. VCB panel, outdoor type, totally enclosed, free standing floor mounting type, compartment based with truck mounted vacuum circuit breaker spring operated electrically and manually charged operating mechanism suitable for horizontal isolation, horizontal draw out type VCBs with copper bus bars, self supported insulated busbar with full voltage rated, complete VCB panel conforming to IEC 62271-200 standards and IP-54 class of protection comprising necessary bus bar extension and connections and following protective and control devices as specified below. Circuit breaker shall be suitable for E2, M2, C2 duty. vacuum interrupters of the circuit breakers shall be completely encapsulated in epoxy housing, relay shall be microprocessor based numerical relay communicable type in line with RS 485 module bus protocol, comprising of three over current, one earth fault protection relay with high set for both phase & earth and with fault memory, universal auxiliary supply, master trip relay, trip circuit supervision relay, digital multifuction meter with class. 1.0, PT 11KV/110V AC, power pack 11KV/230V AC complete all as specified and as directed and including the following features: 11 KV Incoming panel: 11 kV, 630Amps, 26.3 KA VCB shall consisting of: [a] 630A Amps continuous high conductivity electrolytic copper bus bar, raychem insulated for full voltage, phase identification made at the end by coloured tape, bus bar shall be mounted on integral seal of bushing and inter connection with electrolytic grade copper with joints silver plated.

Supply and laying in trenches or ducts or passing through the pipe, testing and commissioning of cable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured electric HT power cable (suitable for earthed system) (heavy duty) with stranded aluminium conductor 11000 volts grade of size 3 core 120 Sqmm complete all as specified and as directed by Engineer-in-Charge

Supply and fixing cable jointing kit for 11 KV (Earthed) grade cable for indoor termination cold shrinkable type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable or size 120 Sqmm complete all as specified and as directed by Engineer-in-Charge

All as per Item No 3.07 here-in-above but 240 sqmm 3.5 core complete.

All as per Item No 3.07 here-in-above but 120 sqmm 3.5 core complete.

All as per Item No 3.07 here-in-above but 95 sqmm 3.5 core complete.

All as per Item No 3.07 here-in-above but 70 sqmm 3.5 core complete.

All as per Item No 3.07 here-in-above but 25 sqmm 4 core complete.

All as per Item No 3.07 here-in-above but 16 sqmm 4 core complete.

S & F of Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in and including conduit / pipe or fixed to poles or any other indicated suituation for loop earthing etc. as required 25x4 mm Galvanised iron strip .

M&L for galvanised tubing, light grade with all fittings of size 100mm bore laid in trenches for protection of Cables etc. Complete all as specified and as directed by Engineer-in-Charge.

All as per item No 3.15 here-in-above but for GI Pipe of size 50mm bore, medium grade complete.

M & L for earthing complete with galvanised steel earth plate electrode 60cm X 60cm X 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised earth strip 25x4mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No.3 of SSR Part-I including excavation/earth work in any strata, adequate quantity of charcoal and common salt, PCC chamber with RCC cover slab with suitable handle and angle iron frame of suitable size to fix the cover, with funnel, wire mesh and 40mm bore GI pipe medium grade for GI strip protection, 15 mm bore light grade watering pipe and earth strip 25x4mm including testing complete all as specified and as directed by Engineer-in-Charge. Note: Earth strip will be measured after 7.5mtr from the earth strip or earth testing terminal block whichever is lesser shall be measured and paid under relevant item.

M&L for steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9.00 mtr long ) complete all as specified and as directed by Engineer-in-Charge.

S&F LED street light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and as directed by Engineer-in-Charge. Make: Model No. ENDURASUNDOWNSL35WLED 765PASYBOPC of Havells or equivalent model of approved make.

Supply and spreading river sand in trenches as cushioning to under ground cable on top and bottom of cable and leveling & ramming complete all as specified and as directed by Engineer-in-charge. Note:- Punned thickness will be measured.

Supply and laying un-reinforced precast concrete cable cover, class HV, type II with size 400 mm x 180 mm x 40 mm complete all as specified and as directed by Engineer-in-Change.

SUB TOTAL OF SCHEDULE "A" Part - III

SCHEDULE "A" PART - IV [EXTERNAL WATER SUPPLY]

M&L for Cutting of existing GI Pipe line of sizes 40/50mm dia including inserting of tees/reducer/sockets etc as per site requirement in ground / walls / floors etc complete all as specified and as directed

Cutting the existing CI/DI water pipe line of 150/100 mm bore and reducing to required length before laying including insertion of new tees, branches etc of suitable size complete all as specified and as directed by Engineer-in-charge.

Supply, lay in trenches, ducts, jetty gallery, connect, test and commissioning of ductile iron pressure pipe with flanged and confirming to IS-8329:2000 in standard maximum lengths, class K-9, flange rating PN-10, pipes lining inside with cement mortar (CML) outside with bituminous coating as per Annx `C' of IS-8329 of 200mm bore complete all as specified and as directed by Engineer-in-charge. Notes:- i) Necessary earth work shall be measured and paid separately ii) Necessary fittings shall be measured and paid separately

Supply and fixing galvanised steel water tubing 50 mm bore medium grade, ISI marked, conforming to IS:1239 (Part I) including all fittings (such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc) and fixed to walls/ceilings/ laid on floors or in trenches including testing complete all as specified and as directed by the Engineer-in-charge.

All as per Item No 4.04 here-in-above but 40 mm dia complete.

All as per Item No 4.04 here-in-above but 25 mm dia complete.

Supply and fixing sluice valve suitable for 100 mm bore of pipes, flanged of class PN 1.6 including brass spindle and necessary fixing arrangement like rubber gasket etc., complete all as specified and as directed by the Engineer-in-charge.

S & F 2000 litres capacity of rotational moulded polyethylene water storage tank (Cylindrical vertical with closed top), triple layered, hoisted and fixed in position (nearly top of the building) complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing of stop valve suitable for 50mm bore of pipes complete all as specified and as directed by Engineer-in-charge.

All as per item No. 4.09 here-in-before but suitable for 25mm bore of pipes complete.

S&F booster pumps for 440 V, 3 Phase, 50 Hz Confirming to IS- 12469 :1988 With CI Casing bronze impeller and stainless steel shaft mounted on heavy duty bearings suitable for 30m head, 450 LPM discharge complete all as specified by Engineer-in-charge.

M&L fully automatic star delta starter 17.5HP/13KW with sheet metal enclosure type MN/ML motor rating AC-3 duty 415volts circuit breaker, signle phase preventor and overload protection by separate thermal overload relay complete all as specified and as directed by Engineer-in-charge.

M&L DI specials such as Tee, Bend, reducers sockets etc. complete all as specified and directed by Engineer-in-Charge

SUB TOTAL OF SCHEDULE "A" Part - IV

SCHEDULE "A" PART - V [EXTERNAL FIRE FIGHTING]

M&L for cast iron air valves with single air outlets, confirming to IS 14845 of size 150 mm dia bore and fixing up in cast iron water supply mains of size 150 mm.

Supply, lay in trenches, ducts, jetty gallery, connect, test and commissioning Ductile Iron pressure pipe with flanged and confirming to IS-8329 : 2000 in standard maximum lengths, class K-9, flange rating PN-10, including necessary gasket and special items/fittings pipes lining inside with cement mortar (CML) outside with bituminous coating as per Annx `C' of IS-8329 of 150mm bore size complete all as specified and as directed by Engineer-in-Charge.

All as per item No. 5.02 here-in-before but of size 100mm bore complete.

M&L for flanged stand post of CI of 80 mm dia 1.5 mtr height complete all as specified.

Supply and fixing for Non return valve, flanged of class PN 1.6 suitable for 150mm bore of pipes including brass spindle and necessary fixing arrangement like rubber gasket, bolts, nuts etc., complete all as specified and as directed by Engineer-in-charge.

Supply and fix fire hydrant landing valve, type 'B' (Single head outlet) suitable for 63 mm bore of size confirming to IS-5290 complete all as specified and as directed by Engineer-in-Charge.

Supply and fix hose box made of 18 gauge MS sheet 800mm x 600mm x 250mm with double door with 4mm thick glasses and door frame made of 16 gauge MS sheet painted fire red out side and brilliant white inside yard for fixing 2 Nos of hose pipes of length 15 mtr each complete all as specified and as directed by Engineer-in-Charge.

M&L for yard hydrant post/stand post 80 mm bore GI /MS both flanged type of 1.5 Mtr height complete all as specified and as directed by Engineer-in-Charge.

M&L for T joint 150X150X100 mm for branch pipe by making opening 150mm dia for existing ring main sea water line etc complete all as specified and directed.

M&L for valve chamber including excavation in any type of soil, spreading, leveling and refilling etc., PCC (1:4:8) type D2 for foundation, brick work of one brick thick wall in CM (1:4) including internal plaster 15mm thick in CM (1:4) external plaster 15mm thick(1:4) and providing coping in PCC (1;2:4) type B1, angular iron frame of size 50x50x6mm with 6mm thick MS plate cover complete including locking arrangements and having FRP coating of 2mm thick on both inside and outside surfaces for the size of chamber 1000x1000x600mm with all necessary fittings shown in drg No. DGNP/TD/157(R) Sht No. 1/1 dated 20-05-2005 complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing for Sluice valve, flanged of class PN 1.6 of size 150 mm dia including steel spindle with head, iron wheel, gland with gland packing, etc and necessary fixing arrangement like rubber gasket etc., complete all as specified and as directed by Engineer-in-charge.

M & L fire hose for for 2 nos of synthetic fiber RRL type 'B' as per IS 636 with IS Marked, synthetic fiber 15 mtrs, 63 mm dia as per IS .903 with IS mark including gunmetal coupling (male and female parts) complete incl locking /wire lashing arrengment complete all as specified & directed by Engr- in -Charge

M&L fabrication and erection of fire stand of suitable size made out of angle iron/channel and painting two coats of post office red colour synthetic enamel paint over a coat of red oxide primer and lettering with white paint including galvanised MS fire bucket- 14 Ltr capacity 04 Nos and one bucket for sand complete all as specified and as directed by Engineer-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - V

SCHEDULE "A" PART - VI [CHILLED WATER PLANT]

Desing, supply, installation, testing and commissioning of Water cooled screw chiller type central A/C plant complete with all equipments and accessories of nominal capacity 3 x 250 TR each (Two Nos, working and one no as standby) complete including all accessories all as specified and directed :- (A) CHILLER PACKAGE UNIT :- Micro processor controlled, factory assembled and factory tested Water cooled Chiller package comprising of semi hermetic twin screw compressor (either single compressor or multiple compressor with independent refrigerant circuit) using R-134a Refrigerant driven by induction motor 3 ph 415V suitable for min 250 TR refrigeration capacity, water cooled condenser and flooded cooler with electronic expansion vave complete with inbuilt control panel having microprocessor based control for operation of compressor, condenser, chiller having features of auto operation, min run time equalization, auto restart after power failure, built in time delay, fault diagnostic etc, complete with suitable capacity contractors duly pre wired and inter connected. Unit shall be with all electrical and mechanical safety devices. Starting current to be 1.6 times less than full load current. ARI COP min 5.99 and max IPLV 0.428 - 03 Nos (B) Condenser water circulation system :- compresing of following :- (i) FRP induced draft cooling tower two in Nos of 50% capacity of above working plant capacity, complete installed on suitable RCC staging including PCC flooring in around the staging with spray section, honey comp fill basin, fan, TEFC Motor, intake bird screen and other accessories (as per manufacturers tech specifications ) -02 Nos (Both will be working same time.

Item no 6.01 contd........, (ii) PVC/HDPE make up water tank of 2 x 5000 ltr capacity, triple layered installed placed on PCC/Brick staging/RCC of suitable load carrying capcity platform for makeup water requirement including brass float valve with polyethylene ball, over flow and drain arrangement incoming connection of GI pipe 25 mm dia medium grade from tank to tapping point - 01 Job. (iii) End suction type 3 phase electric pump set of 100% capacity and discharge as per AC plant capacity and FASD starter for re-circulation along with rubber vibration isolation pads (one number working and one No will act as standby). Necessary pressure gauge on discharge and suction of pump shall be provided at the outlet of each pump - 02 Nos (1 No will be standby). (iv) Condenser water piping of GI medium grade (ISI markied), pipe and fittings for interconnecting the cooling tower with condensers and pumps, make up water tank, drain pipe, complete with Y strainer, NRVs and butterfly valves - 01 Job. (v) Non chemical type on line scale preventer of size as per the capacity of the condenser water pump flow - 02 Nos. (C) Chilled water circultion system :Comprising of the following :- (i) End suction type 3 phase electric pumping set of 100% capacity discharge as per the capacity of plant working of 415 V AC for recirculation of chilled water with ribbed rubber vibration isolation pads. (One No working and one No will act as standby necessary pressure gauges on discharge of pump shall be provided at the outlet of each pump - 02 Nos ( 01 Nos will be standby)

Item no 6.01 contd........, (ii) Chilled water piping with MS heavy grade class ''C" ERW pipe of suitable diameter including all sealdable fittings including two coats of synthetic enamel paint over a coat of red oxide primer on both inside and outside as directed, butterfly valve, NRVs for chiller chilled water pumps with AHUs and fan coil units. Chilled water pipe lines shall be insulated with 50 mm thick EPS (Expanded polystyrene) pipe section wire mesh and cladded with aluminium sheet 26 SWG, including water flow switches and electrically operated modulating valve at each AHU - 02 Nos. Note : Thickness of insulation will be 50 mm upto pipe size 150 mm dia and 75 mm thick if pipe dia is more than 150 mm. (iii) Expansion tank shall be of HDPE, white and rectangular type of capacity 2000 litres and necessary piping, control valves on inlets and wash out, float valve etc - 01 Job. (D) Air Handling System : Comprising of the following: (i) Air Handling Unit (AHU): Double skin construction air handling unit suitable for chilled water system made out of extruded aluminium structural frame / aluminium corner and intermediate connecting pieces and panels of 0.6 m, galvanised steel sheet on both sides with 25 mm thick pressure injected PUF(Poly Urethene Foam) of density (38 + 2 Kg/cum ) using CFC free R-141b blowing agent the panels have scratch free palsitol coating on outer side. The fan section should be mounted on anti vibration spring isolators and free from main structure. the fan should be DIDW (Dopuble Inlet Double Width) backward curved centrifugal fan with air discharge up blast, belt driven with TEFC (Totally enclosed Fan cooling) induction motor of suitable capacity.

Item no 6.01 contd........, The coil section consist of 6 row deep coil with min 12 fins/inch duly coated. The filter section consists of prefliter with 10 micron 90% efficiency. The other accessories are view port, limit switch, stainless steel (SS3) drain pan, volume control damper mixing chamber for approx 250 TR plant with energy Efficient Motor (EE series) of suitable capacity and specified make and drain pan all as specified - 02 jobs (ii) BLANK (iii) Strip type heater bank of suitable capacity in three banks with necessary copper conductor wiring for banking complete-02 sets (one set for each AHU) (iv) Humidistat's and Thermostats in each AHU room. (v) Three way Mixing valve of required size with actuator and modulating and modulating thermostat control for each AHU- 02 Nos (vi) Accoustic insulation with 25 mm thick fibre glass rigid boards and finished with RP tissue paper and 28 gauge aluminium perforated sheet upto 5 mt from outlet of the air plenum including air plenum all as specified and directed. (vii) 5 micron filters shall be provided in a GI sheet plenum for AHUs. The filters shall have efficiency of 99% when tested as per BIS 6540-Part-1 and made out of Non-woven synthetic/polyester/polypropylene media sandwitched between HDPE mesh on one side for additional coarse filtration and aluminium expanded mesh on the other side for mechanical support. Media is deep pleated, encased and sealed in sturdy GI frame for longer life including rubber gasket of appr size 600 x 600 x 305 mm.

(E) Air Distribution System : Comprising of the following :- Supply and return air ducting made out of commercial grade GI sheet zine coating 120 grade IS 277 and fabricated as per IS-655, but not less than 22 SWG thick, ducting wherever passing through unconditioned space shall be insulated with resin bonded fibre glass wool 25 mm thick (density 24 kg/Cum covered with GI chicken wire mesh and cladded with aluminium foil fixed with adhesive tape. Where these ducts are passing through open area, insulated with 50 mm thick fibre glass wool density 24 kg/m3, covered with polythene sheet faced hessian cloth, GI chicken wire mesh and protected with sand cement plaster - 01 Job

Item no 6.01 contd........, Note : The contractor should examine the entry of supply air duct/return duct in Anechoic and integration bay. (i) GI ducting for supply and return air shall be fabiricated as per SMACNA-1995 standards and all as specified. The layout of ducting should be submitted by the contractor for the approval of the Accepting Officer duly considering the ground requuirement before execution of the work. (ii) Aluminum anodized double deflection type grills/diffuser complete with MS powder coated volume control damper for supply air grill/diffusers and Al powder coated grills fixed bar type without volume control damper for return air - 10 Job. (iii) Aluminium powder coated fresh air grill with MS powder coated volume control damper - 01 Job (iv) Fire dampers automatic type with flusible link (CBRI certificate) and operated with stainless steel spring made out of 16 SWG GI sheet to be provided in main supply duct interlocked with AHU motor to cut off circulation of air in case of fire for each AHU. (v) Fresh air damper with GI bowl/fittings and mosquito proof, netting shall be provided for each AHU. (F) ELECTRICAL DISTRIBUTION SYSTEM : Comprising of the follwing :- (i) Electrical panel board : Cubical type, floor mounted, vermin proof, dust proof CPRI approved, Indoor type, powder coated with seven tank process switch board panel made out of MS sheet not less than 16 SWG powder coated paint suitable for operation of 415 volt of 50 Hz AC supply, internally wired with copper conductor wire, comprising of the follwing :-

Item no 6.01 contd........, (FG) UNDERDECK INSULATON : AHU rooms shall be provided with under deck insulation to slab. Insulation shall be with 50mm thick Glass wool of density 24 Kg/m3 fixed with GI angle/clamps. The Glass wool shall be enclosed with 12mm thick gypsum Board and secured with suitable screws all as directed. (i) CIVIL WORK : Comprising of masonry foundation for chiller units, pumping sets, and AHU and any other equipment and making opening in the brick wall and making good for ducts, pipes, cables and fresh air intake etc, all inclusive. Notes:- (i) Plant room of suitable size and AHU rooms will be provided by the department (the reqd size of the same may please be verified from drawing, in case of any discrepencies should brought to the notice of Accepting Officer before quoting of the tender) as per drawings enclosed. The unit rate quoted by the tenderer shall be deemed to include for any modifications such as cutting, opening, provision of foundation to plants and equipments as required and making good the disturbed surfaces all as directed by Engr-in-Charge. (ii) All civil works required to install, test and commissioning the equipment like excavation, foundation for equipment, necessary cable ducts with MS chequered covers 10mm thick duly painted and finishing patch work to match the existing specifications including fixing the ducting etc, shall be deemed to be included in the above offer. (iii) All three phase motor shall be provided independent single phasing preventer with phase reversal protection with earting connection.

Item no 6.01 contd........, (xiii) Any item of work not included in the above details, but is inescapable, technical requirement for the efficient performance and smooth functioning of the plant shall be clearly specified and brought to the notice of accepting officer to modify the same before quoting of tender. (xiv) Phase-II Tests of Summer, Monsoon and Winter shall be carried out as specified in the particular specifications. (xv) Electricity for Phase-I and Phase-II testing will be provided free of cost by the department. (xvi) The Chilled water pumpsets shall have Minimum Flow rate of 2.4 US GPM/TON & 4.0 GPM/TON. (xvii) The contractor shall visit the site, prepare and produce the actual heat load calculations to arrive at the actual capacity of the AC plant and connected accessories. (xviii) The rep of the Accepting Officer shall visit and inspect the Plant at workshop before dispatch. The contractor shall intimate GE at least 15 days before dispatch. (xix) The contractor need to submit the drawings for chiller unit, AHU, electrical panels etc including all major components for approval of the accepting officer before placing the order. The contractor should submit all the supporting calculations as well as OEM recommendations for all the motors, pumps, AHUs, cooling towers, de-humidifier etc to get the desired condition in the specified space. (xx) The inside design conditions required is Temperature 22 degree C + 2 degree C and Relative Humidity is 55% + 5%. (xxi) Number of fresh air changes per hour are 8 no.s per hour.

Supply, installation, commissioning of Water cooler fully stainless steel, electric driven single phase having approx storage capacity of 80lts and nominal cooling of 40ltrs per hour complete all as specified and as directed.

Supply, installation, testing and commissioning Voltage Stabilizer for automatic operation, single phase naturally air cooled indoor type and designed for input variation between 170 V to 250 V with out put Voltage stabilizeed at 230 V with accuracy of ± 2.5% and of capacity 1 KVA complete all as specified and as directed.

SUB TOTAL OF SCHEDULE "A" Part - VI

SCHEDULE "A" PART - VII [LIGHTNING PROTECTION ]

M & L for air termination, single pointed, copper rod 12mm dia and 300 mm long complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing test point terminal block made of gun metal or phosphorus bronze size 75 x 75 x 25 mm drilled and screwed including 3 nos 8 mm dia 25 mm long hex head screw including terminal box of suitable size complete all as specified and as directed by Engineer-in-Charge

M & L for aluminium strip of 25 x 3 mm with saddles and fixing screws etc for roof conductors and down conductors above ground complete all as specified and as directed by Engineer -in-Charge.

M & L for aluminium strip of 32 x 6 mm with saddles and fixing screws etc for roof conductors and down conductors above ground complete all as specified and as directed by Engineer -in-Charge.

Supply and fix Galvanised steel water tubing 40 mm bore light grade conforming to IS:1239 (Part I) for protection of earth conductor laid in trenches, or fixed to wall / pole with suitable fixing clamps of appropriate size incl. nuts, bolts and washers complete all as specified and as directed by the Engineer-in-charge.

SUB TOTAL OF SCHEDULE "A" Part - VII

SCHEDULE "A" PART - VIII [ FIRE ALARM AND DETECTION SYSTEM]

Supply & Fixing of Networking type of addressable fire alarm panel be covered with water / weather proof type which consists of display board which will have 160 character display with touch key pad, mother board which will have CORTEX 32 Bit processor, inbuilt networking circuit for peer to peer networking, inbuilt USB 2.0 port for upload and download the configuration tools, two inbuilt programmable inputs, programmable relays, power supply board which will have SMPS fully protected board operates on 120 to 220 V AC +10% with 50 Hz battery backup 24V DC with inbuilt in charger including loop card which will have 254 devices of both detectors and modules in a single line circuit and provision for independent electric supply from nearest substation building including armoured copper cable all as specified by Engineer-in-Charge.

S & F addressable type open area smoke imaging fire detector comprising of 4 wire system with infrared emitter and receiver in a single housing and four reflector plantes, 5 - 100 mtrs range equipped with built in automatic compensation in built laser light for easy alignment option for remote indication and provision for independent electric supply from nearest substn bldg including armoured copper cable all as specified as directed by Engineer-in-Charge.

S & F addressable type multi sensor heat cum smoke detector with base with binary coded address settings, Dual LEDs for 360degree visibility all as specified as directed by Engineer-in-Charge.

S & F conventional mannual pull station single action listed need to connect with back boxes all as specified as directed by Engineer-in-Charge.

S & F addressible mini monitor module with back box for manual pull station all as specified as directed by Engineer-in-Charge.

S & F addressible control module for monitoring the field devices, binary coding setting all as specified as directed by Engineer-in-Charge.

S & F fault isolator module capable of monitoring shorted loop circuit and automatically restore communications when shorted conditions are corrected all as specified as directed by Engineer-in-Charge.

S&F addressable zone interface module for monitoring the field conventional devices binary coding setting all as specified as directed by Engineer-in-Charge.

S & F relay module capable of connecting fire fighting / gas release panel along with integration all as specified as directed by Engineer-in-Charge.

S & F conventional type horn/strobe wall mounted type rated at 90 dba @ 1 mtr for audible annuciation and 15 cd min flashing 1 Hz for visual indication with addressable control all as specified as directed by Engineer-in-Charge.

S & F TCP/IP module to provide communication between local network that uers communicatioin protocol and fire alarm control panels all as specified as directed by Engineer-in-Charge.

S & F of CMS Software to monitor and control the status of FACP from the windows based system with visual and sound for the fire and fault conditions the three level multi users all as specified

S&F for 1.5 Sqmm 2 core PVC FRLS insulated unsheathed cable with copper conductor, single core multi stranded as earth continuity conductor through and including suitable size rigid PVC conduit as per IS-9537 (Part-I:1983) of suitable bore and accessories complete all as specified and as directed by Engineer-in-charge.

S & F of repeater alarm for the fire detection and alarm system at security office through GSM/GPRS along with necessary wiring, data transmission through LAN/GPRS with approval of competent authority all as specified and as directed by Engineer-in-charge.

S&F for 8 port L2 switches with two extra wire laying of 6 core single mode fibre cable through rigid pvc tube, 12 port single mode fully loaded network all as specified and as directed by Engineer-in-charge.

S&F fire alarm sounders / Sirens electronic type horizontal single stage continuous normal operation for at least 50 minutes with sound level 65 DB to 120Db measured at 1.5 meter with sound output variation of +5 DB for 2000 m range all as specified and as directed by Engineer-in-charge.

SUB TOTAL OF SCHEDULE "A" Part - VIII

SCHEDULE "A" PART - IX [EOT CRANE]

Design, fabricate, supply, errect, test and commissioning of 15/5 Ton Capacity EOT crane push button and radio remote control system complete with span of 18 Mtrs (approx), long travel of 45 Mtr and lift hook 10 Mtr from floor level including supply, laying of crane track rail of suitable cross section on gantry girder including auxillary hoist, three phase, electrically operated with connected accessories like rope drum, steel wire rope, sheaves, pulleys, hydraulic thruster brake, single phase preventer, over load relay, SFU, air brake contactor, main hoist motor, micro hoist motor, cross travel motor, long travel motor, lifting hook, service platform, ladders, buffers , safety siren for overload , alarm while carrying the load & moving , provision of safety clamps/hooks to be fixed on wall for easy maintenance of DSL system etc complete all as specified and directed by Engineer-in-Charge including the following :- (a) Design supply, install, test and commissioning DSL system with PVC shrouded copper bus bar for 3 phase and neutral including earth bus system all as specified suitable for 15/5 TON EOT Crane. (b) Supply of tools as per the list of OEM specifications. (c ) Supply of spares for two years operation and normal maintenance as per the list of OEM specifications.

Item no 9.01 contd........, (d) Provision of LT power cable of suitable size from the panel board to crane. (e) Provision of additional push button system with interlocking wiring etc., complete as per OEM specification. (f) Main hoist speed - 3 Mtr/min (g) Main creep speed - 0.3 Mtr/min (h) long tavel speed - 10 Mtr/min (j) Long creep speed - 1 Mtr/min (k) Cross travel speed - 10 Mtr/min (l) Cross creep speed - 1 Mtr/min Note:- Rep of Accepting Officer shall be detailed for factory inspection as well as commissioning inspection at site. The contractor shall intimated readyness of the Crane 15 days before inspection/testing.

SUB TOTAL OF SCHEDULE "A" Part - IX

SCHEDULE "A" PART - X [LIFT]

Design, supply, installation, testing & commissioning goods lift of capacity 2000 Kgs ,speed 0.5 metre/sec with single speed motor, 415 volts, 3 phase AC 50 Hz supply, conforming to IS-14665 and as amended, suitable to serve G+1 upper floors with AC Variable Voltage & Variable Frequency Drive (VVVF drive) complete with all standard accessories, simplex automatic & manual dual controlled operation with/without attendant, centre opening doors with door drive (electric motor driven mechanism), sliding stainless steel doors, automatic rescue device (ARD) system, 3D infra red sensor in full height of door & built in announcing system without hand set (03 Nos, one each in car, Machine room & near Ground floor landing door) complete all as specified.

SUB TOTAL OF SCHEDULE "A" Part - X

SCHEDULE "A" PART - XI [DG SET]

Supply, installation, testing and commissioning of 3Phase, AC, 1250 KVA, 415V, silent engine diesel generating set of 1500 RPM, CPCB approved complete with a Acoustic enclosure of suitable size for the DG set to reduce the noise level to the tune of 75db at a distance of 1 mtr from the enclosure, Silencer pipe potected with asbestors rope independently supported from Engine to out side of minimum 3 mts length, AVM pads, PCC foundation as per OEM design ( one meter clear working space with PCC 1:4:8, type D 2 around DG set is essential, cold starting kit, battery start, suitable cable for connecting from DG set to AMF panel, radiator cooled Diesel Engine drivers, coupled to alternator mounted on MS channels, iron base frame, including suitable batteries. Prime mover: Verticle Diesel Engine of suitable capcity water cooled/air cooled/ oil cooled ( radiated mounted) as per IS 10002/1002 direct injection type turbo charge electric starting system having rated speed 1500 RPM. The DG set shall be capable of running 24 Hrs continueously with 10% overloading for one hour in every 12 Hr. Engine shall be equipped with all standard fittings as per OEM recommendations and common base frame with following: (a) Electronic/ Microprocessor based governor. (b) Lubricaiton oil pressure guage. (c) Oil temperature guage. (d) Water temperature guage. (e) Lubricating oil. (f) RPM Cum Hrs meter. (g) Battery charging Ammeter. (h) Igniting key and starting with push button switch. (j) 24 V starting equpment cimprising with the following

SUB TOTAL OF SCHEDULE "A" Part - XI

SCHEDULE "A" PART - XII [SPRINKLER SYSTEM]

S & F Sprinkler control panel with audio visual indications-relay logic type with the following, complete all as specified and as directed by the Engineer-in-Charge.: a) Water release module : Auto/Manual release mode b) Auto with built in timer (settable) & emergency manual over ride switch

S & F 57⁰ C QBD complete with following required fittings, complete all as specified and as directed by the Engineer-in-Charge. a) Material of Construction High Tensile Brass Foreging b) Heat Sensitive Bulb : Quartzoid (Dia 8 mm) c) Deflector : Brass to IS : 319 d) Test Pressure : 30 kgs/cm² e) Working Pressure : 12.4 kgs/cm² Max "f) Bulb Temp, Range and Colour ; 57 deg, C/135 deg,F, Orange" g) Finish : Brass/Nickel & Chorme plated h) Net Weight : 0.800 kgs j) QBD 57⁰ C

S & F Water Sprinkler, in Brass material ½" BSPT end connection, Pendent type with UL and C UL listed, FM, LPCB and NYC approved maximum working pressure 175psi, as per NFPA 13, complete all as specified and as directed by the Engineer-in-Charge.

S & F Deluge valve/Alarm valve of 80 mm dia with auto resetting Deluge valve model-A, for Vertical inlet to Horizontal outlet mounting, Cast iron material flanged end to ANSI B16.1, Class 125, Size 80 NB UL listed including strainer, complete all as specified and as directed by the Engineer-in-Charge.

S & F 24 Volt soleniod valves of ½" port, complete all as specified and as directed by the Engineer-in-Charge.

S & F Pressure switch and alied accessories, complete all as specified and as directed by the Engineer-in-Charge.

S & F Flow switch with required fittings WFD35 3.5" 10 through 40 450 PSI NEMA 4 UL, FM, CSFM, MEA, CNTC complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing sluice valve suitable for 80 mm bore of pipes, flanged of class PN 1.6 including brass spindle and necessary fixing arrangement like rubber gasket etc., complete all as specified and as directed by the Engineer-in-charge.

Supplying and fixing 40 mm dia Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe, complete all as specified and as directed by the Engineer-in-Charge

All as per Item No. 12.09 above but 25 mm dia.

Supply and fixing galvanised steel water tubing 100 mm bore medium grade, ISI marked, conforming to IS:1239 (Part I) including all fittings (such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc) and fixed to walls/ceilings/ laid on floors or in trenches including testing complete all as specified and as directed by the Engineer-in-charge.

All as per Item No 12.11 here-in-above but 80 mm dia complete.

S & F Steel supports with angels/Channels complete all as specified and as directed by the Engineer-in-charge..

SUB TOTAL OF SCHEDULE "A" Part - XII

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