AUGMENTATION OF ENERGY BLOCK BLDG NO 07 EXTENSION AT ND V

Amount

SCHEDULE "A" PART - I [CIVIL WORKS]

Demolition of reinforced cement concrete (reinforcement cut as required to facilities demolition) in beams, floors, slabs at any postiion not other wise specifically provided for etc complete all as specified and directed by Engineer-in-charge.

Demolition of plain cement concrete in ground floor and paving and in any position not otherwise specifically provided complete all as specified and directed by Engineer-in-charge.

Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed.

Taking down chowkats or frames exc 1.5 Sq.m. but n.exc 4.0Sq.m. with shutters (without taking off shutters from the frame) complete all as specified and directed by Engineer-in-charge.

All as per item No. 1.004 here-in-before but n. exc.1.50 Sqm each complete.

Removing demolished building materials/ debris etc (other than soil obtained from earth work) to a distance exc 10 km and n.exc 15 km beyond the lead included in the rates including loading and unloading and depositing outside the MD land at GVMC designated places complete all as specified and directed by Engineer-in-charge.

Taking up or down steel tubing 15mm bore of pipe of any grade and connections including cleaning for refixing or removal to store or material taken back by contractor through credit complete all as specified and directed.

All as per Item No.1.007 here-in-before but steel tubing 20mm bore of pipe

All as per Item No.1.007 here-in-before but steel tubing 25mm bore of pipe

All as per Item No.1.007 here-in-before but steel tubing 40mm bore of pipe

Dismantling wrought iron or mild steel/aluminium work of any description not otherwise provided for complete all as specified and as directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding including removal serviceable tiles to store and rubbish off the premises etc complete all as specified and directed by Engineer In Charge

Dismantling rolling shutter gear operated type of any gauge/thick of lath including all fittings complete all as specified and directed by Engineer In Charge

Demolition of existing roof treatment of any description including removal of waste material outside MD land to GVMC designated locations all as specified and directed by Engineer In Charge

Taking down cement plaster on brick or stone walls, ceiling, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and as directed by Engineer-in-charge.

Dismantling water tank exc 500 ltr but not exc 1000 ltr capecity of any type all as specified and directed by Engineer-in-charge.

Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories) all as specified and directed by Engineer-in-charge.

Demolition and breaking up drain pipes of internal dia of pipe 150 mm (Salt glazed ware, AC or Reinforced concrete) set in cement mortar all as specified and directed by Engineer-in-charge.

Dismantling of wall and ceiling boards (fibre,pulp insulation, etc) or insulation boards/slabs/blankets of any thickness including cover fillets complete all as specified and directed by Engineer In Charge

Dismantling timber scantlings 40 sq. cm and over in section, in any position complete all as specified and directed by Engineer In Charge

Surface excavation n. exc. 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.

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

All as per Item No.1.022 here-in-before but exc. 1.5 m but n. exc. 3.0m depth complete.

Cutting and felling of tree exc. 30 cm and not exc. 100 cm girth including cutting of trunk, and branches and stacking of serviceable material and disposal of unserviceable material to outside MD land at GVMC designated locations and clearing site complete all 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 at GVMC designated locations and clearing site complete all as directed.

Earth work excavation by mechanical means (Hydraulic excavator)/ in trenches or drains(not exceeding 1.5m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, llift upto 1.5 m, including getting out excavated soil and disposal of surplus excavated soil all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches exc. 1.5m wide but n.exc 3.0m in depth for foundations, 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 all as specified and as directed by the Engineer-in-Charge.

Use and waste of timbering (Whole of the timbering to a face Exc. 3 m & n exc. 5 m deep) as planking and strutting for excavations in trenches in soil, including wales, struts, open poling boards, etc. as may be necessary and fixing and removal complete all as specified and directed by Engineer-in-charge.

Removal of excavated material to a distance exc. 1.5 Km but n. exc. 5.0 Km and depositing at GVMC designated locations where directed complete all as specified and as directed by the Engineer-in-Charge.

Removal of excavated material to a distance exc. 5.0 Km but n. exc. 15.0 Km and depositing at GVMC designated locations where directed complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in including, spreading, levelling, watering and well ramming in layers n. exc. 25cm thick with approved soil obtained from exavation complete all as specified and as directed.

M&L Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.

M&L Removing excavated material exc. 250m but n.exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.

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

M&L for moorum/red bajri filling in floors or pavings or in foundations, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

M&L for pre-construction anti termite treatment for treating the backfill in contact with the plinth beam at the rate 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) with approved chemical complete all as specified and as directed.

M&L for pre-construction anti termite treatment for treating the soil under plinth protection at the rate of 5 Litres of emulsion per square metre of surface area with approved ATT chemicals complete all as specified and as directed.

M & L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall with approved ATT chemicals complete all as specified and as directed.

M & L Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed.

M&L for hard core of gauze n exc 63mm deposited, spread in layers n exc 15cm thick, watered and rammed to a true surface using broken stone or boulders complete all as pecified and as directed.

Material & labour for drilling or boring for 600mm 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.

All as per Item No.1.041 here-in-before but 800mm nominal dia complete.

All as per Item No.1.041 here-in-before but through hard rock for founding minimum depth 2D (Where D is dia of pile) Mtr depth for 600mm dia. nominal dia pile complete.

All as per Item No.1.041 here-in-before but for 800mm dia. nominal dia piles complete.

Notes for Item Nos. 1.041 to 1.044: (i) The depth of boring for piles shall be measured from existing ground/bed level/river bed top (as per soundings/reduced levels taken at the commencement of work) to the approved founding level. (ii) It shall be ensured that the waste bentonite slurry/ drilled or bored material is pumped off from the premises to locations shown as approved by GVMC by contractor at his own cost. The distance mentioned in description of item shall be the shortest distance from the centre of the building. (iii) All channels/tanks made for bentonite circulations shall be filled with approved moorum obtained by contractor at his cost after clearing all bentonite cakes. (iv) The contractor may use any method as approved by GE for boring without any extra cost to the Govt. The rates for boring of piles shall be inclusive of any method/ casing that may be used by the contractor for bored piles. Nothing extra shall be paid. (v) For the purpose of payment of boring/drilling, description of hard rock shall be as given in SSR/particular specification. (vi) The size of cutting tool shall not be less than diameter of pile by more than 75 mm. (vii) The rates quoted by the contractor shall be inclusive of the rates for the shifting and setting up of piling rig as many times as required. (viii) The rates quoted by contractor shall be inclusive of testing of bentonite for every batch brought at site

Carrying out initial load tests on test piles 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 directed by GE and submission of reports for a test load of 538 tonne in non-working areas in the vicinity, including the cost of new piles for 600mm dia with specification as same as working pile with minimum depth of socketing into the hard rock 2D (Where D is dia of pile) etc all as specified and as directed.

Carrying out routine load test (working pile) as per standard procedure given in IS-2911 (Part IV) 1985 by static test method for 600mm dia. Piles for a test load of 323 ton complete all as specified and as directed.

All as per Item No 1.046 here-in-before but for the load of 518 ton for 800mm dia new pile complete.

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 with admixture of approved manufacturers as per PS clause 4.2.8.6 (E) 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.

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.

All as per item No.1.049 here-in-before but slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, duct slab, RCC gutter, parapet wall and in shelves and the like complete.

All as per item No.1.049 here-in-before but as in columns, Pillars, piers, vertical bands, posts and struts etc complete.

All as per item No.1.049 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.1.049 here-in-before but as in chajja etc. complete.

All as per item No.1.049 here-in-before butas in fins, fascias, louvres, parapets etc complete.

All as per item No.1.049 here-in-before but stairs etc complete.

Notes for item Nos. 1.049 to 1.055: (i) Minimum cement content shall be 400 Kg/Cu.m. of concrete for pile caps, suspended floor beams, slabs and footings, platform (Covered under item No.1.049) and shall be 360 Kg/Cu.m .of concrete for M-40 using Portland slag cement with minimum slag content of 50% (fifty percent) for items covered under item Nos. 1.050 to 1.055. (ii) Design mix shall be as per IS-456-2000. Maximum size of aggregate shall not exceed 20 mm and slump shall be 50mm to 100mm and maximum water cement ratio 0.4. (iii) Unit rate shall be deemed to include for interalia for preliminary design mix and works test cubes. iv) Reinforcement shall be measured and paid for separately. (v) In case at the time of mix design cement content is increased beyond minimum content given no extra payment will be made. (vi) Standard manufactured cover blocks as per IS should be used, Site cast cover blocks shall not be used.

M&L 2nd class hardwood timber clean sawn framed and fixed in any situation as in battery rack complete all as specified and as directed

S&F 3mm thick GRP layer on top of wooden battery rack including necessary fixing arrangement of wood as specified and as directed

M&L for PCC 1:4:8 type D2 (using 40mm graded Granite stone aggregate) as in foundation filling, mass concrete and underneath pile caps, suspended flooring/slab, beams, plinth protection etc. complete all as specified and as directed.

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 C1 (using 20mm graded granite stone aggregate) as in coping complete all as specified and as directed by the Engineer-in-Charge.

M&L for cement concrete in surface channels and drain type B2 1:2:4 (using 20mm graded aggregate) complete all as specified and as directed.

M&L for PCC type C1 1:3:6 (using 20mm graded stone aggregate) as in cast in situ in lintels up to 1.5m span, cills, steps, seismic and other similar bands, plinth courses, parapets, copings, benching/ haunching, bed plates, roof padding and the like including weathering, slightly rounded or chamfered angles and throating and including necessary form work complete all as specified and directed by Engineer-in-charge.

Material and labour providing precast cement concrete (RCC) 1:2:4 type B1 (20mm granite graded stone aggregate) in cover slabs for manholes, drains, chullah hoods, chajjas, water troughs, mangers, shelves and similar articles set 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'

Chipping of laitance concrete in piles above cut of level upto a maximum of 1m from cut of level and disposal to distance of exc. 10.0Km but n. exc. 15 Km and depositing to location as approved by GVMC complete all as specifed and as directed.

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 with Acid resisting bricks as per IS:4860-1968, Size 230 X 114 X 64mm, Class I, as in half brick thick ball, built in chemical resistant mortar, resin type complete all as specified and as directed .

M&L for brick work using fly ash bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and directed.

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 directed by Engineer-in-Charge.

M&L for Walling of random or polygonal rubble walling, course , well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed.

Removing peeled off concrete of RCC columns, beams, walls etc including chipping out and cleaning with wire brush to remove all loose particles and making good the corroded reinforcement by providing reinforcement/chicken mesh/welded steel wire fabric of strengthening the structure by welding or tying with MS wire (annealed) not less than 0.9 mm dia and gunniting the area with a minium pressure of 5 Kg/Sqm to average thickness 40 mm in cm (1:2) using with approved admixture and approved water proofing compound as per manufacture instruction all as specified and directed by Engineer-in-charge. Note: (i) Reinforcement/ wire mesh shall be measured and paid separately under relavent items. (ii) Structrual stability whill be tested before and after execution of work.

All as per item No. 1.070 above, but in RCC chajjas/facia/fins/ceiling of average thickness 25 mm all as specified and directed by Engineer-in-charge.

All as per item No. 1.070 above, but in RCC colums/beams of average thickness 40 mm all as specified and directed by Engineer-in-charge.

M&L for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 20mm granite or trap stone complete all as specified.

M&L 75mm thick Cement concrete type C-2 ( 1:3:6) using 40mm stone aggregate as in plinth protection, finished even and smooth without using extra cement including making construction joint in 3 meter interval and joint filled with sealing compound ccomplete all as specified and as directed.

Material and labour for Providing precast cement concrete type B0 (1:2:4) (using 12.5 mm graded aggregate) in louvres and jallies, 25 mm thick set in CM 1:4 (measured solid) including all mouldings but excluding frame complete all as specified and as directed by the Engineer-in-Charge. Note: Reinforcement shall be measured and paid separately under respective item of schedule 'A'

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement, incl forms , mould, mitred/stopped ends complete all as specified and as directed..

Add or deduct for each 25 mm girth or part thereof over or under 30cm ditto complete all as specified and as directed.

Material and labour for providing precast cement concrete (RCC) 1:2:4 type B1 (20mm granite graded stone aggregate) in cover slabs for manholes/drains, chullah hoods, chajjas, water troughs, mangers, shelves, baffle wall and similar articles set 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 for reinforced cement concrete for RCC chajjas of Type B1 1:2:4 (20mm grade aggrgate) complete all as specified and as directed.

Use and waste 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 flat surfaces of concrete complete all as specified and as directed.

Use and waste steel formwork to sides, faces of vertical walls, water tanks, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter and the like for fair finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge

All as per item No.1.081 here-in-before but to soffits of suspended slabs, roof slab floor slabs, landing, balconies, shelves horizontal/sloping and similar works n. exc 200mm thick finished fair and even complete.

All as per item No.1.081 here-in-before but to sides and soffits of floor or roof beams, cantilevers, bressumers, lintel beams, RCC bands etc complete.

All as per item No.1.081 here-in-before but to stair cases with slopping or stepped soffits including risers and stingers (excluding landing) flat etc.

All as per item No.1.081 here-in-before but to sides of pillars, posts, struts, columns and the like

Use and wastel form work to chullah hoods, chajjas, troughs and similar items including edges,roughr finished surfaces of concrete all as specified and as directed by the Engineer-in-charge..

Use and waste of 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 directed.

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 specification and drawing.

S&F Factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing

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.

All as per item No. 1.090 here-in-before but 5mm dia. and over as in stirrups, spacers and binders 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.

All as per item No. 1.090 here-in-before 6mm dia and upto 8mm dia bars.

M&L for providing and installing 6mm thick MS liner for bored cast-in-situ concrete piles with necessary 10mm thick stiffeners, driving shoe with continuous welding including cutting, bending welding etc. confirming to Fe-410-W (Gde E-250 Quality B) complete all as specified and as directed. 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 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.

M&L Steel rolling shutters, gear operated type without ball bearing with bevel gear box and crank handle, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer with 1.25 mm thick laths and guide chanels erected in position complete all as specified and as directed by Engineer-in-charge.

Supply and fix suspended false ceiling of gypsum board of 12.5mm 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 12oomm 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 all as specified and shown on drawing No. DGNP/TD/211 sheet 1/1 and as per manufacturers instructions.

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 or powder coating not less than 50 micron).) fixed with rawal 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, panelling, aluminium anodised screws etc. complete all as specified and as directed by the Engineer-in-Charge.

S&F powder coated aluminium door shutters, sections weight not less than 0.55 kg/m including necessary joining cleats, glazing clips, rubber neoprene packing and powder coated aluminium snap beading screws complete all as specified. (thickness of powder coating not less than 50 micron) as per architectural drawings and complete all as specified and as directed by the Engineer-in-Charge. Note : Only aluminium shutter for the doors shall be measured in sqm. All the aluminium fittings/fixtures such as butt hinges, tower bolts, handles etc, Pre-laminated particle board and sheet glass shall be measured and paid separatly under relavent items

S&F powder coated aluminium sliding/ side hung type window/ ventilator shutters without sash bars, section weighing not less than 0.55 Kg/RM with extruded built up standard tubular and other sections of approved make according to IS (thickness of powder coating not less than 50 micron) including necessary glazing clips weighing not less than 0.124 Kg/RM, for fixing sheet glass anodised aluminium fitting/fixture such as required number of rollers of suitable size, interlocking cleats/plates etc as required for complete fixing window shutters as per architectural drawings and complete all as specified and directed by the Engineer-in-Charge. Note : Only aluminium shutter for the windows/ ventilators shall be measured in sqm. Sheet glass and hard ware such as butt hinges, tower bolts, handles etc, shall be measured and paid separatly under relavent items

S&F decorative grill of any shape not less than 1.7Kg/Sqm complete all as specified and as directed by the Engineer-in-Charge.

M&L Rolled sections as in mild steel railing Stairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc. of grade Fe-410-W, (Gde E-250) Quality-B complete all as specified and as directed.

S&F rolled mild steel in frame work Fe-410-W (Gde-E-250) quality-B as in doors or gates of angles, ladders and other section with gusset plate, rails, braces etc compleate drilled for fixing of steel sheeting or other covering , doors etc to be prepare 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 all as specificed and directed.

M&L for Mild steel in roof trusses (framed), trussed purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, channel, angle or flat sections) including distance pieces, cleats etc., confirmings to Fe-410-W (Gde E-250 quality B) all as specified and directed.

S&F MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes with welded attachment for duct cover of grade conforming to Fe-410-W (Gde E-250 quality B) all as specified and directed.

S&F Angle iron, channel or tee sections, flat iron of Fe-410-W (Gde-E-250) quality B fixed complete all as specified and as directed.

S&F mild steel 5mm thick or over in thickness in available sizes chequered plates confirming to Fe-410-W (Gde-E-250) quality-B as in duct covers bolted or welded to supporting strcutre all as specified and directed.

S&F for Mild Steel screw bolts (machine made) with hexogonal or square heads at one end and screwed the other end or scrwed both ends each screwed end to be fitted with washers and one hexogonal or suare nut not exc 5cm long dia of neck 12mm.

Supply and fixing Trapezoidal profiled galvalume sheeting in lengths upto 12m to suit the site requirements.The profiled sheets shall be made out of 0.50mm base metal thickness, Cold Rolled steel of 550 Mpa yield strength conforming to IS 513 (1994) with hot dip metallic coating at minimum 150 gm/Sq.m. zinc- aluminium alloy coating mass (55% Aluminium, 43.5% zinc and 1.5% silicon) total of both sides. The colour shall have a total coating thickness of 35 micron of silicon modified super durable polyester paint system of approved colour, comprising of 20 microns exterior coat on top surface and 5 microns reverse coat on back surface over 5 microns primer coat on both surfaces.Roofing/wall cladding sheets shall be factory cut and supplied in required lengths (of upto 12 m) to suit shop drawings. The roofing/wall cladding sheets shall be crest fixed with 12- 14X55mm SDST screws ITW/ Corroshield make IS 1022 base material with TEK3/TEK4 point having flange thickness of minimum 2mm with special cyclonic washers all as per manufacturer's instructions. Roofing/wall cladding sheets shall be crest fixed with minimum 5 Nos. of above specified screws per metre sheet width at all the purlins/runners. Colour of sheeting shall be grey or apprroved by GE.

Supply and fixing Plain Aluminium sheeting .56mm thick Alloy 31000 H4 in stepped flashing ridges hips, valley gutter, grip and straight flashing all as specified and as directed.

Supply and fix Safety lever locks mild steel with 4 levers for rolling shutters all as specified and as directed.

Supply and fix venetian blinds with complete all as specified and as directed.

S&F curtain rods of SS alloy chromium of 20mm dia with fixing brackets stops, rollers, etc all as specified and as directed

M&L 20mm dia mild steel decorative type coloured globes/brackets for curtain rod, fixed in repair all as specified and as directed

S&F in repairs MS sheet hood cover of 1 mm thick bent to shape match with existing brackets including stiffeners of MS angle/flat complete all as specified and as directed.

S&F for guide channel of 75mm for rolling shutter including hold fast welded to channel complete all as specified and as directed.

Supply and fixing 5.5mm thick clear float 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 aluminium frame exc 0.50 Sqm in each pane etc.complete all as specified and as directed by Engineer-in-charge..

M&L for 12mm thick toughened glass in door shutter including necessary fixtures and fittings for SS patches, locks and engraving all as specified and as directed by Engineer-in-charge.

Supply and fixing 3mm thick figured glass of approved brand and including PVC/Neoprene rubber 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.

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 with aluminium glazing clips complete all as specified and as directed.

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

S&F for 150mm long aluminium alloy handles, cast type, anodised complete all as specified and as directed.

S&F 150 mm long aluminium, anodised barrel tower bolts of extruded section complete all as specified and directed.

S&F Double action floor spring hydraulically regulated made up of min 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified and directed.

S&F aluminium (Die cast) door closer hydraulically regulated, designation No.1, universal type, suitable for door shutters up to 700mm in width and of weight not more than 35 kg and fixed complete all as specified and directed.

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

S&F 16mm dia 300 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 floor door stopper 150mm long of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and as directed.

S&F floor door stopper 140mm long of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and as directed.

Solar control film 25 micron reflective type sticked to glass panes as per instructions of manufacturers all as specified and directed by Engineer-in-charge.

Supply and fixing stainless steel (SS 304 grade) adjustable friction windows stage of approve quality with necessary stainless steel screw etc., to the side windows complete all as specified and directed by Engineer-in-Charge.

Material and labour for water proofing treatment including prepearation of surfaces as required for treatment of roof, balconies, terrace, chajjas etc, consisting of follwing sequance of oprations on RCC surfaces and complete all as specified and directed by the Engineer-in-Charge. (a) Roof slab shall be cleaned thorougly and apply cement slurry@3 kg/sqm (b) Provided with 25mm thick PCC M-40 (using 12.5mm graded granite stone aggragate) using ready mix concrete in roof padding mixed with water proofing compound @3% by weight of cement or as per manufacturer instructions of varying thickness to maintain required slope. (c)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. (d) Polymeric water proofing (Actatic poly propelene) memberane minimum 3mm thick weight 3.5Kg/Sqm reinforced with polyster non woven fabric wt. not less than 160 gms/sqm) shall be laid over the entire surface. (e) A coat of hot blown bitumen of grade 85/25 @ 1.20 Kg/sqm shall be applied over water proofing membrane complete all as specified and as directed. (f) the joint between panels shall be filled with bituminous filler of grade B1 (g) 100mm over lapping both sides of wall. An end lap of minimum 100 mm and side lap of minimum 75 mm has to be ensured while laying of AAP membrane. (h) Ponding test of water proofing treatment 72 hour on completion. Note:-(a) Supply of WPC will be measured and paid separately. (b)(i) Minimum cement content shall be 360 Kg/Cu.m .of concrete for M-40 using Portland slag cement with minimum slag content of 50% (fifty percent). (ii) Design mix shall be as per IS-456-2000. Maximum size of aggregate shall not exceed 12.5 mm and slump shall be 50mm to 100mm and maximum water cement ratio 0.4. (iii) Unit rate shall be deemed to include for interalia for preliminary design mix and works test cubes. (iv) In case at the time of mix design cement content is increased beyond minimum content given no extra payment will be made.”

M&L for water proofing tereatment including prepration of surfaces as required for treatment of roofs/balconies/terraces etc., consisting of the following sequence of operations on RCC surfaces. (a) Roof slab shall be cleaned throughly and apply cement slurry at 3Kg/Sqm (b) Applying cement plaster 10mm thick in CM 1:4 mixed with approved water proofing compound finished surfaces smooth(Supply only WPC will be measured and paid for separately.) (c) Cleaning the surfaces throughly and applying a coat of blown grade bitumen at 1.2kg bitumen primer at 0.5kg/sqm (d) Polymeric water proofing (Actatic poly propelene) memberane 3 kg/sqm shall be laid over the entire surface (e) A coat of hot blown bitumen 85/25 [email protected]/sqm shall be applied over water proofing membrane and finally it shall be finished with coat of bituminous alluminium paint @0.10kg/sqm Note:- Supply of WPC will be measured and paid separately.

M&L for acid resistant vitrified tiles as per IS 4457:2007, 20mm thick vitreous ceramic, unglazed, set , jointed and pointed in chemical resistant mortar, resin type, in floors/ walls including 15mm thick screed bed CM 1:4 for laying floor/wall complete all as specified and directed.

M&L for factory made hydraucally pressed cement concrete tiles 20cm x 20cm x 20mm thick, set jointed and pointed in neat cement slurry in floors, and cut and polished with grey cement and no pigment shall be laid on 15mm thick CM (1:4) complete all as specified and directed.

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

M&L Vitrified ceramic tiles full body vitrified light shade 10mm thick (square/rectangular) polished, area of each tiles not exc 0.36 sqm such as skirting, dados and risers, set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed in CM 1:3 for 10mm thick complete all as specified and as directed

Material and labour for coloured glazed ceramic tiles of size 300 x 300 x 7mm thick set in floors and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tile 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 exc. 0.11 Sq.m. but n. exc. 0.18 Sq.m. in floors etc., set and jointed in neat cement slurry and pointed in coloured cement to match all as specified and directed.

Material and labour for coloured glazed ceramic tiles of size 300 x 200 x 7mm thick in vertical surfaces as skirting, dados and risers set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tile complete all as specified and as directed by the Engineer-in-charge.

M&L for 18 to 20mm thck polished granite (of any type)work (table rubbed and polished ) in steps, jambs,pillars , window cills , cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment o match with shade of granite and complete all as specified and directed by the Engineer-in-Charge.

S&F machine cut kota stone slab 18 to 20 mm thick as in floors over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete all as specifed and directed.

All as per Item No. 1.140 above but on vertical surfaces of wall complete all as specified and directed by the Engineer-in-Charge.

Labour for rounding to edges of stone slabs one edge, such as in steps, cooking platform and other similar situation all as specified and directed by the Engineer-in-Charge.

Labour only for Chamfer, splays or arris in face work to granite slab exc 15mm but not exc 50mm wide and complete all as specified and 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.

M&L for 20mm thick screed bed or bedding layer in CM (1:4) for laying floor finishes complete all as specified and as directed.

M&L for 10mm thick back coat layer in CM (1:4) for laying of tiles as in skirting/dado/vertical surfaces complete all as specified and as directed.

M&L for 15mm thick back coat layer in CM (1:3) for laying as in skirting/dado/vertical complete all as specified and as directed.

M&L for 40 mm thick PCC (1:2:4) type B-1 (using 20 mm graded aggregate) over a suspeded floor and pavements finishing even and smooth complete all as specified and directed by Engineer-in-charge.

M&L for 40 mm thick cement concrete (1:2:4) type B-0 (using 12.5 mm graded aggregate) as in roof top complete all as specified and directed by Engineer-in-charge.

M&L for 100 mm thick PCC (1:2:4) type B-1 (using 20 mm graded aggregate) as in ramp finishing even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for 40 mm thick PCC (1:2:4) type B-1 (using 20 mm graded aggregate) as in floor and pavements finishing the surfaces even and fair complete all as specified and directed by Engineer-in-charge.

M&L 100mm thick PCC 1:2:4 type B 2 (40mm aggregrate) as in flooring complete all as specified and as directed.

M&L 150mm thick cement concrete 1:4:8 type D2 (40mm graded stone aggregrate) as flooring complete all as specified and as directed.

M&L Granolithic concrete 1:1:2 floor topping 30mm thick, laid over cement concrete subfloors etc. and finished to an even and fair faces all as specified and as directed

M&L 20mm thick wearproof topping as specified (incorporating an approved metallic floor hardner), laid on concrete floors and pavings, and finished even and smooth complete all as specified and as directed. (Note:-Metalic floor hardner item measured separately)

Supply only Metalic floor Hardner complete all as specified and as directed.

M&L Aluminium dividing strips, 1.5mm thick 28mm wide, inserted in position, conform to design all as specified and directed by Engineer-in-charge.

M&L for rendering 5mm in CM 1:3 as in ceilings over surfaces, finished even and smooth without using extra cement complete all as specified and as directed.

M&L for 10mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:3 and finished the surface fair and even without using extra cement.

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.

M&L for rendering 15mm thick on stone surfaces of walls in CM 1:4 finished even and smooth without using extra cement.

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in two layers. 10mm thick in cement mortar 1:4 followed by 5mm thick plaster in cement mortar 1:4 mixed with water proofing compound @3% by weight of cemrnt as per manufacturer's instructions and finish the surface even and smooth without using extra cement. Note: Supply of WPC will be measured and paid separately.

M&L Forming V grooves in plaster n exc 10mm deep and n exc 10mm on face complete all as specified and as directed.

Supply only Integral Water Proofing Compound complete.

Material and Labour for preparation of newly plastered ceiling surfaces and applying three coats of white wash complete all as specified and as directed.

M&L for preparation of newly plastered surfaces of walls and applying two coats of oil emulsion distmper over a coat of primer complete all as specified and as directed.

M&L for preparation of old plastered surfaces of walls and applying two coats of oil emulsion distemper over a coat of primer and 3mm thick wall care putty complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surfaces of walls and applying two coats of plastic emulsion paint over a coat of primer and a thin layer of wall care putty complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surfaces of walls and applying two coats of plastic emulsion paint over a coat of primer and a thin layer of wall care putty complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly untreated surfaces and applying two coats of distemper of any colour over primimng paints plaster on ceilings of any description, not otherwise described, over 10 cm in width or girth complete all as specified and directed by Engineer-in-charge.

M&L for preparation of old plastered surfaces of walls by complete removal of existing treatment by scrapping, washing, cleaning etc and applying two coats of weather proof antifungal (exterior grade) acrylic emulsion over a coat of primer from the same manufacturer after filling the cracks with filler complete all as specified and as directed

M&L for preparation of newly plastered surfaces of walls and applying two coats of exterior emultion antifungal weather coat paint over a coat of primer complete all as specified and as directed

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 red oxide of primer complete all as specified and directed.

M&L for preparation of new wooden 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 red oxide of primer complete all as specified and directed.

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 aluminium paint over a coat aluminium red oxide of primer complete all as specified and directed.

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 black bituminious paint over a coat aluminium red oxide of primer complete all as specified and directed.

Supply and fix Galvanised steel water tubing 40 mm dia 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 on floors including testing complete all as specified and as directed by the Engineer-in-charge.

All as per Item No. 1.177 above but 25mm dia complete.

All as per Item No. 1.177 above but 20mm dia complete.

All as per Item No. 1.177 above but 15mm dia complete.

Refixing old steel tubing of 40mm and connections in new or old position with and including new fittings (such as Tees, bends, elbow etc ) wall, ceiling, floors, etc complete all as specified and as directed by the Engineer-in-charge.

All as per Item No. 1.181 above but 25mm dia complete.

All as per Item No. 1.181 above but 20mm dia complete.

All as per Item No. 1.181 above but 15mm dia complete.

M&L Forming 20 mm thick Expansion joints filled with pre formed bituminious filler and top 30 mm primed and sealed with sealing compound Grade 'A' in thickness of slab in 200 mm thick complete all as specified.

M&L Filling the gap between aluminium/stone/wood frame and adjecent RCC/ Brick/stone/wood /ceramic/ Gypsum work by providing weather structural non sag elastomeric PU sealent over backer rod of approved quality as per archituctural drawings complete all as specified.

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

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

S&F chromium plated pillar taps suitable for 15mm bore pipe, fancy type, quarter turn, cast copper alloy with capstan heads, chrominium plated, screwed down high pressure with or without lettered Hot or cold with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed.

S&F in repairs chromium plated pillar taps suitable for 15mm bore pipe, fancy type, quarter turn, cast copper alloy with capstan heads, chrominium plated, screwed down high pressure with or without lettered Hot or cold with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed.

S&F Bib taps suitable for 15mm bore pipes, cast copper alloy,chrominium plated fancy type, quarter turn with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed, but fancy type complete all as specified and as directed.

S&F in repairs Bib taps suitable for 15mm bore pipes, cast copper alloy,chrominium plated fancy type, quarter turn with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed, but fancy type complete all as specified and as directed.

S & F 20mm dia ball brass valves, high pressure, with polythene float and flynut complete screwed for iron pipe or brass ferrule and fixed complete all as specified and directed by Engr-in-Charge

S&F in repairs 20mm dia ball brass valves, high pressure, with polythene float and flynut complete screwed for iron pipe or brass ferrule and fixed complete all as specified and directed by Engr-in-Charge

S&F white vitreous china half stall type urinals with and including 32mm dia CP bottle trap required length of 40mm dia PVC waste pipe with fittings concealed in wall upto PVC pipe which is embeded in platform, 15mm dia concealed fancy type chromium plated stop cock CP spreaders with unions and clamps, teak, wood plugs, CP screw complete all as specified and directed.

S&F vitreous china wash down water closet pedestal pattem with 'P' or 'S' trap, white (excluding fixing bolts, flushing cistem and frush pipe) icluding plastic water closet seat, black closed pattern with bottom cover etc complete all as specified and as directed.

S&F in repairs vitreous china squatting pan ORRISA pattern of size 580X440mm white with integral foot rest (excluding flushing cistern and flush pipe including provision of concrete bedding incl taking out the existing bun serviceable pan complete all as specified all as directed.

S&F in repair Vitreous china wash basin, angle back, size 600 x 480mm white, excluding taps, waste, chain and plug and porcelain stoper but including brackets complete all as specified all as directed.

S&F in repair white vitreous china half stall type of size 465 x 355 x 265mm urinals with and including 32mm dia CP bottole trap required length of 40mm dia PVC waste pipe with fittings concealed in wall upto PVC pipe which is embedded in platform, 15mm dia concealed CP stop cock CP spreaders with unions and clamps, teak, wood plugs, CP screw complete all as specified and as directed

S & F vitreous china urinals partition plate coloured of size 310x700mm including grouting complete all as specified and directed.

S&F chromium plated toilet paper holder fixed to walls with chromium plated brass screws complete all as specified and as directed.

S&F chromium plated soap dish of size 160x160x90mm complete all as specified and directed Engineer-in-Charge.

S & F Brass chromium plated hand shower (Health faucet) with angular stop cock, CP 1 m long flexible tube and wall hook complete all as specified and as directed.

S&F aluminium anodised Tubular towel rail, 20mm dia, D type, 60cm long between flanges complete all as specified and directed.

S&F vitreous china under counter wash basin, with Oval type brackets including cutting for and pinning in ends of brackets, 15mm dia CP brass waste fittings exculding waste pipe complete all as specified.

S&F PVC valve less, syphonic action type low level flushing cistern, 10 ltrs capacity, white with inlet ball valve, float and handle soft touch type including brackets, 15 mm dia PVC connection, flush pipe of 32mm bore etc complete fixed with CP brass screws complete all as specified and as directed.

S&F in repairs for PVC valve less, syphonic action type low level flushing cistern, 10 ltrs capacity, white with inlet ball valve, float and handle soft touch type including brackets, 15 mm dia PVC connection, flush pipe of 32mm bore etc complete fixed with CP brass screws complete all as specified and as directed.

M&L Cutting into existing manholes for 150mm dia connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required complete all as specified and as directed.

S&F urinals spreader of PTMT any colour for fixing with 15mm dia pipe min wt 60 gms including union and clamps complete all as specified and directed by Engineer -In-Charge.

S&F 160mm bore PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints laid in trenches and floors or fixed to wall with brackets complete all as specified and directed.

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 or fixed to wall with brackets complete all as specified and directed.

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

S&F 110 mm bore PVC (SWR) bends of any radius complete all as specified and as directed.

All as per item no 1.215 here-in-before but 75mm dia complete.

S&F 110mm bore PVC (SWR) branch piece, (single Y/T), equal or unequal ordinary or inverted with oval acces door complete all as specified and as directed.

All as per item no 1.217 here-in-before but 75mm dia complete.

S&F PVC (SWR) vent cowl for 75mm including jointing with solvent cement complete all as specified and as directed.

All as per item no 1.219 here-in-before but 110mm dia complete.

S&F 110mm bore PVC (SWR) branch piece, (single Y), equal or unequal with oval acces door complete all as specified and as directed.

All as per Item No. 1.221 here-in-before but 75mm dia complete.

S&F PVC(SWR) floor trap 75mm size wih grating including jointing to waste pipe with solvent cement complete all as specified and as directed .

M&L for PVC (SWR) gully trap 125/110mm size with grating, setting and jointed with solvent cement complete all as specified and as directed.

S&F PVC connection (high density) 15mm dia 450mm with PTMT nuts both ends with rubber washer all as specified and directed.

M&L for Rotational moulded polyethylene water storage tank capacity 1000 Ltr (cylindrical vertical with closed top) triple layered, ISI marked, hoisted and fixed in position including all fittings such as 25mm tank nipple, 25mm brass float valve high pressure with polythene float and flynut complete, screwed for iron pipes or brass ferrule, horizontal type with tank cover etc complete all as specified and as directed

M&L for Rotational moulded polyethylene water storage tank capacity 500 Ltr (cylindrical vertical with closed top) triple layered, ISI marked, hoisted and fixed in position including all fittings such as 25mm tank nipple, 20mm brass float valve high pressure with polythene float and flynut complete, screwed for iron pipes or brass ferrule, horizontal type with tank cover etc complete all as specified and as directed

M & L for concrete bed to drain pipes including packing under and haunching in cement concrete (1:3:6) type C2 using 40mm graded granite stone aggregate for 150mm bore pipes complete all as specified and as directed.

M & L for RCC pipes of class NP2 laid and jointed of 600mm bore with collars complete all as specified and as directed.

M & L for RCC pipes of class NP2 laid and jointed of 150mm bore with collars complete all as specified and as directed.

M&L for 150mm dia salt glazed stoneware pipes of grade 'A' ISI marked laid in trenches and jointed in cement mortar complete all as specified and as directed.

M & L for RCC hume pipe septic tank for 50 users designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 bedding with vent shaft, manhole openings with cover connection etc complete as per manufacturer specifications complete all as specified and as directed.

M & L Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M-25 concrete including intercepting chamber and screen chamber made of brick masonry in CM, RCC cover slab in M-25 /SFRC cover, inter connecting pipes of RCC/DWC complete filled with brick bats of size complete all as specified and as directed. (size 1.8x 6.0 Mtr) as per TD drawing no DGNP/TD-207 sheet 1/1complete all as specified and directed.

S&F for cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles n exc 5kg each complete all as specified

SUB TOTAL OF SCHEDULE "A" Part - I

SCHEDULE "A" PART - II [INTERNAL ELECTRIFICATION]

Dismantling and removal of submain wiring of aany size drawn in conduit and conduit accessories for power points/light fittings, air circulators complete all as specified and as directed.

M& L for taking down copper/aluminium point wiring (Light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, socket, light fittings etc removing materials to store for keeping in safe custody or for taking credit and making good disturbed surfaces of walls, floors etc complete all as specified and directed by Engr-in-Charge.

Taking down old unserviceable existing flame proof exhaust fans, any size and deposit it to store yard of GE DM all as specified and as directed.

Taking down old unserviceable MCB/DB TPN of any size all as specified and as directed.

Taking down old unserviceable flame proof light fitting HPMV of 80/125/150W with control gear box all as specified and as directed.

Taking down old unserviceable flame proof Switch socket all as specified and as directed.

M & L for Sub-main wiring with PVC FRLS copper conductor cable of two run of 6.0 sqmm cable PVC insulated unsheathed 1100 V grade multi stranded copper conductor including one run 6.00sqmm cable PVC unsheathed 1100 V grade multi stranded copper conductor as earth wire and drawing into and including in concealed/ surface stove enamelled suitable dia medium grade steel conduit with all fittings like as solid elbows, bends, junction boxes, saddle etc including metallic flexible pipe at the connecting point complete all as specified and as directed by Engr-in-charge. Note :- Two runs of cable as specified, one run of earth wire and one run of conduit shall be measured as one unit.

M & L for Sub-main wiring with PVC FRLS copper conductor cable of two run of 4.0 sqmm cable PVC insulated unsheathed 1100 V grade multi stranded copper conductor including one run 4.00sqmm cable PVC unsheathed 1100 V grade multi stranded copper conductor as earth wire and drawing into and including: in concealed/ surface stove enamelled suitable dia medium grade steel conduit with all fittings like as solid elbows, bends, junction boxes, saddle etc including metallic flexible pipe at the connecting point complete all as specified and as directed by Engr-in-charge. Note :- Two runs of cable as specified, one run of earth wire and one run of conduit shall be measured as one unit.

M&L for point wiring with 2.5 Sq.mm. (nominal cross sectional area) PVC insulated unsheathed FRLS cable with copper conductor, single core multi stranded 1100 V graded confirming to IS 694-1977 drawn in and including concealed/surface stove enamelled steel conduit of size 20 mm dia with all acessaries like asc solid elbows, saddle etc incluiding 20 mm metalic flexible pipe at the connecting point where necessary including one run of 2.5 Sqmm single core PVC unsheathed FRLS cable with multi stranded copper conductor as earth continuity conductor and connected to common earth dolly for one light/fan/exhaust fan/wall mounted fan point controlled by one switch complete all as specified and as directed by the Engineer-in-Charge.

All as per item No. 2.09 here-in-before but with 4 Sqmm (nominal corss sectional area) FRLS copper cable and 4 Sqmm earth wire complete.

M&L for point wiring with 1.5 Sq.mm. (nominal cross sectional area) PVC insulated unsheathed cable with copper conductor, single core multi stranded 1100 V graded confirming to IS 694-1977 drawn in rigid PVC conduit including provision of 20mm dia rigid PVC conduit and accessories, medium grade as per IS 9537 (Part-I 1983) with conduit accessories, concealed including provision of pressed steel terminal box of suitable size fabricated out of 2 mm thick MS sheet and 3 mm thick laminated hylam sheet top cover for fixing switches, sockets, including one run of 1.5 Sqmm single core PVC unsheathed cable with multi stranded copper conductor as earth continuity conductor and connected to common earth dolly for one light/fan/exhaust fan/wall mounted fan/ sockets/ bell point controlled by one switch complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No 2.11 here-in-above but with 2.5 sqmm for for 15 Amps power socket complete all as specified and as directed..

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 armoured electric power cable (heavy duty) with stranded aluminium conductor 1100 volts grade of size 3.5 core 35 Sqmm complete all as specified and as directed by Engr-in-Charge

Supply and fix 6A 230V flush type switch piano Single pole , One way complete all as specified and as directed.

Supply and fix 6 A, 230V switch Socket combination outlet multi purpose, 2/3 pin flush type complete all as specified and as directed.

Supply and fix Bell push, flush type 5 Ams, 230V complete all as specified and as directed.

Supply and fix Buzzer, Ding Dong AC, flush type single 5 Ams, 230V complete all as specified and as directed.

M & Lfor celing rose surface bakelite 65 x 50 mm having 3 terminal complete all as specified and as directed.

Supply and fix 15 A, 230V switch Socket combination outlet multi purpose flush type complete all as specified and as directed.

S&F flame proof exhaust fan 600 mm sweep suitable for Group-I, IP-55 motor, 1440rpm suitbale for 250 V AC. Epoxy powder coated finish 1 No inside, 2 Nos outside earth terminals with louvers, bird catcher etc complete all as specified and directed.

M&L for flame proof switch socket & plug combined in LM6 cable termination box, 16 A, 250 V, 2P+earth complete all as specified and as directed by Engineer-in-charge.

M&L for flame proof-weather proof switch socket & plug combined, cable termination box, 25 A, 250 V, 2P+earth complete all as specified and as directed by Engineer-in-charge.

Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exc 10 cm girth complete all as specified and as directed.

M&L for sub main wiring with two runs of 10.00 Sq.mm. nominal cross section area FRLS PVC insulated unsheathed cable with copper conductor, single core multi stranded 1100 V along with one run of 10.00Sq.mm. as earth wire drawing into in concealed/ surface stove enamelled suitable dia steel conduit with all fittings like as solid elbows, bends, junction boxes, saddle etc including metallic flexible pipe at the connecting point complete all as specified and as directed. Note :- Two runs of cable as specified, one run of earth wire and one run of conduit shall be measured as one unit.

S&F 22 W LED tube light fittings along with 22W LED lamp fixture clamps, nuts & bolts etc complete including connecting copper cable of suitable size from ceiling rose to light fittings complete. Make: Model No. ENDURANEOBS22WLED865SPCWS of Havells or equivalent in other approved makes given in the tender documents as approved by GE

S&F 40 W LED tube light fittings along with 40W LED lamp fixture clamps, nuts & bolts etc complete including connecting copper cable of suitable size from ceiling rose to light fittings complete. Make: Model No. ENDURANEOBS40WLED857SPCWH of Havells or equivalent in other approved makes given in the tender documents as approved by GE

S&F 10 W LED tube light fittings along with 10W LED lamp fixture clamps, nuts & bolts etc complete including connecting copper cable of suitable size from ceiling rose to light fittings complete. Make: Model No. ENDURANEOBS10WLED865SPCWH of Havells or equivalent in other approved makes given in the tender documents as approved by GE

S&F 20 W LED down lighter along with 20W LED lamp,fixture clamps, nuts & bolts etc complete including connecting copper cable of suitable size from ceiling rose to light fittings complete. Make: Model No.ENDURANEOBS20WLED865SPCWH of Havells or equivalent in other approved makes given in the tender documents as approved by GE

S&F flame proof-weather proof integral glass lumanaire of 150 W HPMV light fitting along with 150 W HPMV lamp fixture clamps, nuts & bolts etc complete including connecting copper cable of suitable size from ceiling rose to light fittings complete. Make: Model No. BJFW150MH of Bajaj or equivalent Sudhir/Crompton greaves makes given in the tender documents as approved by GE

Supply and fixing of flame proof MCB’s DB, SPN 8 ways with IP 20 protection, double door, sheet steel phosphetised powder painted with 200 amps rated busbar 240V complete all as specified and directed by Engineer-in- charge.

Supply and fixing of flame proof MCB’s DB, SPN 4 ways with IP 20 protection, double door, sheet steel phosphetised powder painted with 200 amps rated busbar 240V complete all as specified and directed by Engineer-in- charge.

Supply and fixing of flame proof MCB’s DB, SPN 2 ways with IP 20 protection, single door, sheet steel phosphetised powder painted complete all as specified and directed by Engineer-in- charge.

S&F MCB DB TPN 4 ways double door type complete all as specified and directed by Engineer-in- charge.

S&F MCB DB TPN 6 ways double door type, Ics=100% Icu as per IEC 60947-2 complete all as specified and directed by Engineer-in- charge.

Supply and fix MCCB 4 Pole 125 A, 25KA rupturing capacity with necessary connections complete all as specified and as directed by Engr-in-Charge

Supply and fix MCB TPN 63A 'C' curve with necessary connecting up in MCB DB complete all as specified and as directed by Engr-in-Charge

Supply and fix MCB DP 6-32A 'C' curve with necessary connecting up in MCB DB complete all as specified and as directed by Engr-in-Charge

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

M&L for earthing with galvanized steel earth plate electrode 600x600x6mm thick buried directly in ground earth pit not less than 2.25m deep below ground level with top edge of the plate not less than 1.5m below normal ground level connected to 4 mm GI wire by means of nuts, bolts, checknuts, washers of galvanized iron or steel all as shown in electrical Plate No 3 of SSR Part-I connected to earthing test point including excavation/earth work in any strata, PCC chamber with PCC cover slab with 15mm bore GI protection medium grade pipe, 15mm bore medium grade watering pipe with funnel, charcoal dust and common salt in alternate layers including testing on completion complete all as specified and as directed. Note : Earth lead will be measured after 7.5mtr from the earth strip or earth testing terminal block whichever is lesser under relevant item.

SUB TOTAL OF SCHEDULE "A" Part - II

SCHEDULE "A" PART - III [EXTERNAL ELECTRIFICATION]

Supply and laying trenches or ducts or passing through the pipe, testing and commissioning of cable XLPE insulated PVC bedded, galvanised steel strip armoured electric power cable (heavy duty) suitable for earthed system 11000V grade with stranded aluminium conductor of size 3 core 240 Sqmm complete all as specified and as directed.

Supply and laying trenches or ducts or passing through the pipe, testing and commissioning of cable XLPE insulated PVC bedded, galvanised steel strip armoured electric power cable (heavy duty) suitable for earthed system 1100V grade with stranded aluminium conductor of size 3.5 core 185 Sqmm complete all as specified and as directed.

All as per item No. 3.03 here-in-before but 4 core 25 Sqmm complete all as specified and as directed.

All as per item No. 3.03 here-in-before but 4 core 10 Sqmm complete all as specified and as directed. (Note for item no 3.03 to 3.05:- Excavation and earth, cable protection, joint and jointing material shall be measured and paid for separately.)

S & F MCCB 4 pole 100 Amps, 25 KA, 415 Volts with enclosure, Ics=100% Icu as per IES 60942-2 complete all as specified and directed.

S & F MCCB 4 pole 160 Amps, 25KA, 415 Volts with enclosure, Ics=100% Icu as per IES 60942-2 complete all as specified and directed.

S & F MCCB 4 pole 200 Amps, 25 KA, 415 Volts with enclosure Ics=100% Icu as per IES 60942-2 complete all as specified and directed.

S & F MCCB 4 pole 250 Amps, 25 KA, 415 Volts with enclosure Ics=100% Icu as per IES 60942-2 complete all as specified and directed.

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 iron GI strip 32 x 6 mm 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 PCC cover slab with suitable handle and angle iron frame of suitable size to fix the cover, with 40 mm bore GI protection pipe, 15mm bore, medium grade watering pipe with funnel including on completion including taking out old earth plates etc complete all as specified and directed by Engineer-in-Charge. Note : Earth lead will be measured after 7.5mtr from the earth strip or earth testing terminal block whichever is lesser under relevant item.

Design, Supply, install, testing and commissioning of LT APFC panel including capacitor bank metalized poly propylene heavy duty (MPP-H) of capacity 440 volts 400 KVAR, 50 HZ, 3 Phase, indoor type, free standing, floor mounted made of angle supporting and covered with 2 mm thick CRCA sheet with IS 8623 Certificate, IP- 42, Auto/ manual switching, cable entry bottom, Main aluminium bus bar, Material - earthing copper, bus bar supports SMC/DMC, capacitor, varplus box MD-XL @ 480 V, INCOMER ACB 3 Pole,50 KA EDO type with over load and short circuit protection and including testing complete all as specified and as directed by Engineer-in-Charge.

Supply, Installation, Testing and commissioning Adaptor Box & connected to existing AREVA MAKE HT 11 KV panel with necessary modification & extension of existing busbar to take connection for New HT VCB from existing panel all as directed and fabricated with 2 mm thick CRCA sheet with powder coating to match the existing. The panel shall be complete with instrumentation etc all as specified and as directed by Engr-in-Charge.

Supply ,Installation, Testing and commissioning of 2500 KVA HT 11KV switch board panel consisting of motorised automated VCB’s (as incomer & outgoing) totally enclosed, 630 Amps ,250 MVA,11 KV fully interlocked draw out type breaker as per IEC 62271-100/200 single break trip free breaker with motor operated spring charge mechanism mounted on truck carriage suitable for horizontal isolation, horizontal draw out type complete with self contained fully interlocked rack in rack out mechanism. Breaker is featured with mechanical ON and OFF indicator with hand trip device, spring released coil ,shut trip coil and auxiliary switch of 6 NO & 6 NC ,Breaker should have breaking capacity of 25 KA for 3 sec. The busbar rating shall be 800 Amps for complete switch gear. The switch gear panel shall be of sheet steel construction with Aluminium Zink not less than 2.5mm thickness for load bearing section and not less than 2mm thickness for none load bearing and shall totally dust & vermin proof, Indoor type, free standing floor mounting type, compartment based with copper busbars, self supported insulated Busbar with full voltage rated should be used. VCB panel shall be confirming to IS 13947 with latest amendment and IP 42 Class of protection comprising of necessary busbar extension, and connection, circuit breaker shall be completely encapsulated in epoxy housing . The manufacture of circuit breaker shall also be the manufacture of the vacuum interrupter, Relay, Panel shall have built in features of condition,, Thermal, Environment & circuit breaker monitoring along with HMI as per specifications . The switch gear and control gear panel shall be of the fully are proof for 25 KA for 1 Sec, relays and tripping coil are suitable to operate on 110 volts DC supply with suitable adopter for connecting from the existing AREVA MAKE HT panel. INCOMMER VCB-01 No (Incommer cum outgoing panel near tapping point/ Thyristor room) (a) One Triple pole 11 KV, 250 MVA, 630 Amps VCB fitted with all necessary control device. (b) High grade Electrolytic copper Busbar of rating 630 Amps.

Supply installation, testing and commissioning 4000 Amp, 350 V, 50 Hz, 3 P4W+ PE aluminium sandwich type busbar truncking system IP-65 indoor type with required number of flange end, elbows 90 degree, vertical “T” elbow, copper braided flexible jumper of suitable size, horizontal support flatwise /edgewise, complete with structural support, bus duct shall be signed for maximum temperature of 55 degree rise above ambient temperature when operating at rated current and complete all as specified and directed by Engr-in-Charge

Supply, Installation, Testing and commissioning DC panel board cubical type as per IEC 61439 part I & II (Switch gear OEM designed & type tested) floor mounted , Indoor type, 350 Volt. The panel shall be factory fabricated with 2mm thick CRCA sheet for load bearing and 1.6mm for door/ portion /covers /non load bearing. Panel shall be factory / pre-powder polymerised coated paint on Inner side by means of electrons of electrostatic gun after regrous treatment comprising of cold phosphating process on all internal & external surfaces after due preparation of surface and FRP coating and outer surface. High conductivity copper busbar conforming to IS-5082 supported with DMC/SMC insulators and colour coated with heat shrinkable sleeve, panel shall be with stand fault level of 65 KA for 1 Sec and IP 45 protection. The panel shall be complete with instrumentation etc with following accessories all as specified and as directed by Engr-in-Charge. Incoming: (a) ACB 4000 Amps, DC, 75 KA -01 No. Outgoing:- (a) ACB 2000 Amps, DC, 75 KA -02 No. (b) Digital Ammeter 0-4000 Amps with necessary CTs -01 No (c) Digital voltmeter 0-500V -01 No (d) LED indicator lamp with Bakelite fuse cut outs-01 No Note:- (i) ACB’s are Microprocessor base release Electrically draw out with O/L,S/C & E/F protection. (ii) Main busbar rating should be higher than Incomer Switch gear Ampere rating. (iii) ACB /Higher capacity switch gear base should be supported with Angle /channel frame. Unit rate quoted shall deemed to include cost of foundation as per OEM recommendation.

Supply and fix cable jointing kit for 11 KV grade cable for indoor termination cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE, armoured, Al conductor cable of size 240 sqmm complete.

S&F pressure die cast aluminium housing LED Street Light/building security luminaries of capacity more than 100 Watt IP 65 including 100 Watt lamp, GI bracket made out of 40 mm dia medium grade pipe and clamps, nut and bolts for fixing the same giving necessary connection complete Make: Model No. ENDURANEOBS100WLED857SPCWH of Havells or equivalent in other approved makes given in the tender documents as approved by GE

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

Supply and laying reinforced pre cast concrete cable cover, class LV Type I flat size 450 mm x 230 mm x 50 mm complete all as specified and as directed.

Supply and laying reinforced pre cast concrete cable cover, class EHV Type I flat size 250 mm x 150 mm x 40 mm complete all as specified and as directed.

Supply and fix cable jointing kit for 1100 V grade cable for indoor termination cold shrink type joint complete with jointing material and accessories suitable for 3 ½ core XLPE, armoured, Al conductor cable of size 185 sqmm complete.

M&L for steel tubular swaged poles complete with cast iron base plate, finial taper and single swan neck including fixing arrangement bolts, nuts & screws as specified type 410 SP-31 (9.00 mtr long ) complete all as specified and directed by Engineer-in-Charge. Note: All Civil works i.e earth work and PCC will be measured and paid separetely under relavent items in Schedule "A"Part-I

Material and Labour chemical earthing complete with copper plate 90cmx60cmx5mm thick buried directly in ground (earth pit not less than 4.6 mtr depth below normal gound) with top edge of the plate not less than 3.7 mtr below normal ground level connected to copper strip 32mm x 6 mm (from top of the earth plate upto 7.5 mtr above ground level) by means bolts , check nuts and washers of brass with earth lead protection of GI pipe of 40 mm light grade, connected to earth test point, earth plate surrounded by packed homogeneous mixed of char coal dust, salt and magnesium sulphate 15 cm thick all around upto height 120 cm on top edge of the plate 30 cm layer of magnesium sulphate of over above the layer watering pipe 20 mm GI pipe medium grade including wire mesh all as shown in electrical plate No 3 of SSR part I, testing on completion including PCC chamber and earth work complete all as specified and as directed

Supply, installation, testing and commssioning CPRI approved factory made indoor type dust proof bus bar cable termination box made of 14 SWG CRCA sheet, 32x5 mm angle iron frame, single door, floor mounted, base frame 75x 6 mm, termination arrangement complete factory painted comprising of copper bus bar cable termination box for Positive and Negative of capacity 2000 Amps suitable for termination of 9 pairs (18 single core cable ), high quality bushing. Copper bus bars designed as per rating of the incomer and higher. Complete all as specified and directed by Engr-in-charge.

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 armoured electric power cable (heavy duty) with stranded aluminium conductor 1100 volts grade of size 630 Sqmm single core suitable for DC cable, 550Volt electrical complete all as specified and as directed by Engr-in-Charge

M&L for 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 test box of 300 x 250 x 30 mm for fixing test terminal block made of MS heet 3 mm thick complete all as specified and as directed by the Engineer-in-charge.

S&F of cable tray made out of 1000 mm (W) X 100 mm (D) x 10 SWG GI ladder type cable tray incl T, bends, coupleres etc. including fixing on wall to fix the cable complete

Supply and fixing Air termination, single pointed, aluminium rod 12 mm dia and 300 mm long complete all as specified and directed by Engr-in-Charge

Supply and fix Galvanised steel water tubing 100 mm dia light grade conforming to IS:1239 (Part I) including all fittings for cable protection complete all as specified and as directed by the Engineer-in-charge.

All as per item No.3.31 here-in-before but 50mm dia

All as per item No. 3.31 here-in-before but 80mm dia

M & L for aluminium strip of 25x3.15mm complete all as specified and as directed

S & f PCC cable route indicator complete all as specified and as directed

Supply only synthetic insulating mat 12mm thick of size 2mx1m for LT all as specified and as directed

Supply only synthetic insulating mat 25mm thick of size 2mx1m for HT all as specified and as directed

Taking up PVC insulated, armoured, heavy duty electric cable with aluminium conductor 1100 Volts grade, cross sectional area of any size including all fittings as per site requirement and remove materials to store for keeping in safe custody at site requirment and transporting to store yard of GE (DM) complete all as specified and directed by Engr - in - Charge.

SUB TOTAL OF SCHEDULE "A" Part - III

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

Taking out for CI/GI pipe upto 80mm dia including fittings and making smooth surfaces complete all as specified and as directed by the Engineer-in-charge.

Supply and fix Galvanised steel water tubing 50 mm dia 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 on floors or in trenches and clamping including testing complete all as specified and as directed by the Engineer-in-charge.

M&L for cutting existing CI pipe line upto 100mm dia and fixing Tee of required size for connection to 50mm dia pipe coomplete all as specified and as directed by the Engineer-in-charge.

S & F 50mm dia, Gun-metal, Gate valve confirming to IS 9338, with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed.

All as per item No. 4.04 here-in-before but 40mm dia

All as per item No. 4.04 here-in-before but 25mm dia

M&L for valve chamber including excavation in any type of soil, spreading, levelling 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 3mm thick MS plate cover complete including locking arrangements and having FRP coating of 2mm thick on both inside and outside surfaces complete as specified for the size of chamber 1000mm x 1000mm x 600mm (Internal dimensions) complete all as specified and directed.

M & L for taking out existing water pipe lines of size upto 200mm and any type including all fittings as per site requirement and remove materials to store for keeping in safe custody at site requirement and transporting to store yard of GE (I) DM complete all as specified and as directed.

SUB TOTAL OF SCHEDULE "A" Part - IV

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

Supply & fixing of explosive proof Manual call points (Add up control module) complete all as specified and directed.

M & L for Sub-main wiring with PVC FRLS copper conductor cable of two run of 2.5 sqmm cable PVC insulated unsheathed 1100 V grade multi stranded copper conductor including one run 2.5sqmm cable PVC unsheathed 1100 V grade (FRLS) multi stranded copper conductor as earth wire and drawing into ERW 25mm steel conduit (flame froof) including all bends, junction boxes are solid flame proof complete all as specified and as directed by Engr-in-charge. Note :- Two runs of cable as specified, one run of earth wire and one run of conduit shall be measured as one unit.

S&F fire hydrants landing valve, type 'B' (single head outlet) of 63mm dia of size confirming to IS-5290(Brass) complete all as specified and as directed.

S&F hose box Made of 18 gauge MS sheet 800X600X250mm 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 complete all as specified and as directed.

M & L for fire hose of synthetic fibre 15 mtrs, 63 mm dia as per IS:636 with IS mark including gunmetal coupling (male and female parts) with copper winding confirming to IS:903 complete all as specified and as directed ..

S & F fire hydrants stand post 80mm Dia GI / MS both flanged type 1.5m Height with provision of single outlet confirming to IS-908 complete all as specified and as directed.

Supply and Fixing AFFF fire extinguisher 9 ltrs capacity cartridge type as per IS 15683 with IS mark as per Naval pattern type complete all as specified and as directed.

Supply and Fixing CO2 fire extingusher 4.5 KG capacity with Hose & Horn type as per IS 15683 with IS mark as per Naval pattern type complete all as specified and as directed.

Supply and Fixing dry chemical powder fire extinguisher 6 Kg capacity with ISI marked complete all as specified and as directed.

Supply and laying/fixing ductile iron flanged pipe type K9 of size 150 mm dia including all necessary fittings complete all specified and as directed by Engr-in-charge

M & L for cutting existing sea water pipe line up to 150 mm dia and fixing “T” joint 150x150x150 mm -01 No and sluice valve , fanged, class PN-1.6 of 150 mm dia -01 No including steel spindle with head, iron wheel for branch pipe by making opening 150 mm dia and including all necessary fittings complete all specified and directed by Engr-in-charge. Note: Unit rate quoted shall deemed to include the cost of earth work and excavation.

M&L for fabrication and errection fire stand of suitable size made out of angle iron/channel and paint wit 2 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 5Ltr Capacity-04 Nos complete all as specified and as directed.

Supply and fixing for Sluice valve, flanged of class PN 1.6 of size 80 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.

SUB TOTAL OF SCHEDULE "A" Part - V

SCHEDULE "A" PART - VI [AIR CONDITIONING AND CHILLER WATER PLANT]

Removal of existing Split AC with voltage stablizer of any capacity including all accessories and handed over to GE (I) DM complete all as specified and as directed.

Supply and install hi wall split units indoor/outdoor complete with cordless remote control unit and with in built air ioniser and Plasma filter for better indoor air quality with minimum 5 star rating with Green refrigerant of HAF-407-A and EER 3.2 of capacity 1.5 TR complete all as specified and directed

Supply and install hi wall split units indoor/outdoor complete with cordless remote control unit and with in built air ioniser and Plasma filter for better indoor air quality with minimum 4 star rating with Green refrigerant of HAF-407-A and EER 3.2 of capacity 2 TR complete all as specified and directed

Supply and fixing Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type and designed for input variation between 170V to 250V with output voltage stabilized at 230V with accuracy of+ 2.5% and of capacity 5 KVA complete all as specified and directed

Supply, installation, commissioning of Water cooler fully stainless steel, electric driven single phase having 120 Ltr storage and nominal cooling capacity 60 Ltr/hr each tank complete all as specified and as directed.

Removal of existing 2 Nos x 50 TR central AC plant including all connected items i.e disconnect 3 Phase AC supply, LT panel, 2 Nos x 50 TR chillers, motors, cooling tower, heat exchanger, pipe lines, valves, cables and all removal items deposit to User/GE(I) DM store yard with in Dockyard premises Complete and 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 2Nos X80 TR complete including all accessories as per following specification complete all as specified and as directed. (i)WATER COOLED WATER CHILLING MACHINE:(a) Supply of Water Cooled Scroll Chiller for complete with Hermetically Sealed Multiple Scroll Inverter Compressors of four in quantity, with independent refrigerant circuits along with necessary refrigerant piping and controls. The chilling unit shall consist of shell and tube DX Chiller, air cooled condenser. The system shall be complete with first charge of refrigerant & oil, refrigerant piping, HP/LP cut out, thermostatic expansion valve, inbuilt VFD Starter. The chiller shall be compatible to third party BMS with Mod bus Protocol. The entire assembly of the unit shall be mounted on a rigid base frame. MODBUS open protocol. Chiller shall be operational even at 5 deg C leaving temperature. Evaporator shall be suitable for 13.62 LPS & Condensor shall be suitable for 16.48 LPS at the operating conditions mentioned below. Chillers having features of atuo operation, min run time equalization, auto restart after power failure, protection mechanism and all the other safety devices neccessary for the same operations of the unit, complete chiller package unit to be pre-wired with suitable capacity contactors with all the neccessary interconnections Unit is to be with minimum of 80 TR Nominal Capacity, ratings to be in accordance with ARI Standard 550/590.

IKW/TR should be less than 0.74 at full load and IPLV to be less than 0.45 at ARI conditions. Model : XWC3YVS-078AR3 of make........Evaporator: Leaving Temp -8.0 deg C, Entering Temp -13.0 deg C, Fouling -0.000018 M2 K/W Note: The unit rate quoted by the bidder shall also inclusive of M&L for digging and chipping of existing foundation and preparation of RCC foundation for New 2X80 TR chilled water plant and all as directed. Inland transport to site, and supply, shifting & postioning installation and commissioning complete all as directed by Engr-In-Charge. The transporting and hand over taking out 2X50 TR AC plant and connected remove items to user store yard (ii) COOLING TOWER: Induced draft counter flow single cell cooling towers with FRP / Aluminium corrosion resistant fan blades for external use, cooling tower basin to be made from fiber reinforced plastic (FRP with the steel supporting members of the cooling tower to be hot dip galvanized a steel ladder hot dip galvanized from the supporting slab to the top most point of the cooling tower, all fasteners to be hot dip galvanized the air intake space between the fills & basin to be protected by FRP louvers, the fan motor to be 3 phase 50 HZ & confirming to IP55 protection surface cooled as specified in technical specification, Cooling Tower with direct driven cooling tower fan, consisting of: (a) All internal & externals, access ladder.(b) Fans & motor (c) Supporting arrangements & Structural platform in structural steel at 1.5m above floor plus maintenance platform. d) Vibration solators. e) Earthing of motor Total Heat Rejection Capacity-KW 352 Water Flow rate-CMH 54.5 Cooling Tower Inlet Temp-C 37 Cooling Tower Outlet Temp-C 32 Cooling Capacity - 3,03,020 Kcal/Hr

(iii) PRIMARY CHILLED WATER PUMPSETS : Centrifugal horizontal split casing, end suction back pullout type Primary chilled water pumpsets suitable for operation through VFD with coupling, coupling guard, Cl body, bronze impeller, steel fabricated base plate, mechanical seal to deliver below specified flowrate at 7°C against head as mentioned below complete with suitable motor, vibration isolators, foundation bolts, etc. Minimum efficiency of the pump shall not be less than 70%. Pump motor shall be IE2 Pump shall be suitable for 415 V, 3Ph, 50 Hz power supply. Flow-192 usgpm, Head- 14m, 3KW, 4 pole, IE2. (iv) SECONDARY CHILLED WATER PUMPSETS: Centrifugal Horizontal split casing, end suction back pull out chilled water circulating pump set of Cl body, bronze impeller, steel fabricated base plate, vibration isolators, mechanical seal. The pumps shall be suitable for operation on 415 volts,3 phase, 50 HZ AC power supply, pump motor should be IE2 rated. Pump material and operating conditions are given here under. Minimum efficiency of the pump shall not be less than 70% Flow-192 usgpm, Head-25m, 5.5KW, IE2 (v) CONDENSER WATER PUMPSETS: Centrifugal Long coupled back pullout type Condenser Water Pumpsets with coupling, coupling guard, mechanical seal to deliver below mentioned flowrate against below mentioned head complete with suitable capacity motor, vibration isolators, foundation bolts, etc. Minimum efficiency of the pump shall not be less than 70% Pump motor shall be IE2. Pump shall be suitable for 415 V 3 ph, 50 Hz power supply Flow-240 usgpm, Head-20m, 55KW, 4 pole, IE2

(vi) PROCESS WATER PUMPSETS: Contrifugal Long coupled back pullout type process Water Pumpsets with coupling, coupling guard, mechanical seal to deliver below mentioned flowrate against below mentioned head complete with suitable capacity motor, vibration isolator, foundation bolts, etc. Minimum efficiency of the pump shall not be less than 70%. Pump mofor shall be IE2. Pump shall be suitable for 415 V 3 ph, 50 Hz power supply. Flow -192 ungpm Head-15m, 3KW, 4 pole, IE2 (vii) VARIABLE FREQUENCY DRIVES & LOGIC CONTROL PANEL: Supply, installtion, Testing & Commissioning of variable speed pumping system for the secondary pumps comprising of following accessories. The system shall be complete in all respects including electrical components for motor of secondary Variable chilled water pumps. Each pump shall have an independent adjustable frequency drive. Common Panel with suitable controller to control 4 Nos Pumps separately. Including Auto Manual Star Delta Starter with suitable Amp contactors and interlocking for below mentioned capacity motor ratings as per specs and drawing. Including sensor, transmiter, control wiring etc complete in all respect. It shall be also BMS compatible. Panel should be IP 55 Rated. All switchgear shall be suitable for secondary pump motor capacity of 5.5 KW x 2 nos. (1W+1S) Variable frequency drive (VFD) : 2 Nos Micro processor based pump controller : 1 No Auto- Manual Star-Delta starter : 2 Sets

(viii) ELECTRICAL PANELS: (a) Design, fabrication, assembly, wiring, supply, installation, testing and commissioning of front operated cubicle type compartmentalised as per form 3B (BS 5486 Part-1 1990), front access free standing, dust and vermin proof (IP 54 ingress protection) main switchboards suitable for use at 415 volts 3 phase 4 wire 50 Hertz system suitable for fault level of required value symmetrical at 415 volls, fabricated from 2 mm thick CRCA MS sheets with hinged, gasketted (metal based neoprene) and lockable doors having structural reinforcement with suitable angle/channel/T/flat sections including 3 mm thick gland plates on top and bottom and including with lifting hooks and including GI earth strip of 50 x 6 mm with 2 nos earthing terminals and including powder coated paint finish of approved shade over metal surface cleaned and treated with seven tank process complete with interconnections etc complete as per specifications, as required and as below. (b) All Switchboards shall have provision for entry of cables from the top or bottom as required. The panel shall be BMS compatible and it shall be possible to monitor the status of all the breakers/devices through third party BMS system (c) All live accessible parts shall be shrouded and all as specified and as directed. (ix) Shell and tube type heat exchanger: (a) Heat exchanger shall be shell and tube type and shall be suitable operating at below mentioned flowrate and temperature range. The heat exchanger shall be able to achieve a heat tranfer of 80 @TR 192 usgpm flow rate on both sides with a delta of 5.5 degC on both sides. (b) Inlet water temperature shall be in the range of 7 - 12 deg C and outlet water temperature shall be with at delta of +5.5 deg C. The process liquid (demineralized water) on other side of heat exchanger shall have inlet in the range of 19 -24 deg C and outlet temperature shall be with delta of minus 5 deg C-ie if the CHW in is at 7 deg C and the process water in is at 19 deg C. CHW out shall be 12.5 deg C and process water out shall be at 13.5 deg C Similarly, if CHW in is at 12 deg C, and process water is at 24 degC, the CHW out shall be at 17.5 degC and process water out shall be at 18.5 deg C

(c) The tubes of the heat exchanger shall pa copper nickel with 10% nickel and 90% copper, 5/8" outer dia, 20 G thickness plain tubes with SS 316 plates The shell and nozzle heads shall be constructed out of SS 316 (x) CHILLED WATER PIPING: a) SS 304 ERW pipes insulated chilled water piping cut to required lengths and installed with all welded joints, providing and fixing in position the necessary fittings like flanges elbows tees, reducers (b) Pipe insulation to be closed cell nitrile rubber of 140-180 kg/m3 density and wrapped with 24 G Aluminum cladding sheets (c) 200 mm dia + 50 mm thick insulation (d) 150 mm dia + 50 mm thick insulation (e) 125 mm dia + 50 mm thick insulation (f) 100 mm dia + 50 mm thick insulation. (xi) Butterfly valves: Hand Level operated Advance make rating PN-10 CI body, SS 410 disc, EPDM seat SS 431 shaft wafer end type Butterfly valves with matching flanges gasket, GI nut bolts & washer etc complete The valves should have feasibility of changing the inner lining if wom out and the handles should have lockable facility confirming to BS 5155 with extended stem Valve shall be insulated with rubber insulation of thickness same as that in pipe & covered with aluminium cladding. Pressure rating PN10, 100 mm dia (xii) ON/OFF 2 WAY VALVE: Motorised Cast Iron Butterfly valve (PN16) wafer type with ON/OFF actuator for controlling the Chilled water flow in the Chiller with position feedback with matching flange,gasket Gl nut & bolts etc complete For actuator it shall be IP 54 for indoor application The disc shall be nylon coated ductile (SG) iron GGG40 Valve shall be insulated with rubber insulation of thickness same as that in pipe & covered with aluminium cladding. Close off pressure 1000KPA, power supply 220VAC with 2 inbuilt auxiliary swithces 100 mm dia.

(xiii) BALANCING VALVE: Valve shall be of PN16 class Manual cast Iron flanges balancing valves with pressure fost cocks only in SS-410 stem SS-410 disc and EPDM sealing disc Valve shall be insulated with rubber insulation of thickness same as that in pipe & covered with aluminium cladding. 100 mm dia (xiv) Flexible BELLOWS: Single arch rubber expansion joint rating PN10 with retainet rings and control unit, Cast iron rubber expansion bellow, matching flanges gaskets Gl fastner etc complete Valve shall be insulated with rubber insulation of thickness same as that in pipe & covered with aluminium cladding. 100 mm dia. (xv) NRV: Cast iron water end Dual Plate type Check Valve (Non Retuen valve NRV) with matching flanges PN16 rating cast iron to GR FG 260 body SS 410 plates, SS110 Hinge /stop pin SS 319 springs (S) Buna -N seal to ANSI #125(model 11), Gl fastners/threaded ends with unions etc complete as per technical specifications Valve shall be insulated with 30 mm thick nitrie rubber insulation & aluminium cladding 100 mm dia. (xvi) BALL VALVE: (a)Full bare forged brass/Gun metal Ball valve screwed ends. Model 1510 RB make or equivalent approved make with union etc complete Pressure rating PN10 Valve shall be insulated with 30 mm thick nitrile rubber insulation & aluminium cladding (i) 32 mm dia (ii) 25 mm dia .

xvii) PRESSURE GAUGE: SS pressure Gsuges 4 dail 0-16kg with SS syphon & 10mm Brass ball valves (Bottom entry connection) without Glycerine-filled Accuracy+/- 1.6% of F.S Dia 100 mm & range 0-16kg/sqcm (xviii) THERMOMETER SS temperature gauges 4" dial 0-50 DegC 6" stem length, with SS thermowel (Centre back entry connection). Accuracy class 1 as per EN 13190. Stem Length of 150 mm (6 inch) (xix) All electric cable any size to suitable for connecting for all pumps cooling towers, chiliers etc including cable trays, end terminations earthing and glandings (xx) Gl condensate drain piping with bottom supports, GI clamps, bolt &nuts, 20mm thick Nitrile rubber insulation & al cladding (a) 65 mm dia (b) 40 mm dia (c ) 25 nim dia (xxi) Auto air vents automatic purge valves with brass hody size: 25mm (make RB or equivalent as approved by GE) (xxii) 250 Itrs Closed Pressurized Expansion Tank complete with Heavy duty MS construction with interchangeable EPDM Butyl membrane along with double pump for make-up water (1 working & 1 stand by) with microprocessor controller suitable for HVAC application. The unit shall be rated for working pressure of 10 bar and working temperature of (-) 10 to 100 deg C The unit shall be complete with flange connection for inlet/ outlet piping, mounting arrangement etc

(xxiii) Air Separator: Mild Steel body centrifugal air separator with auto air vent arrangement on top, matching flanges ,GI fastners etc complete with structural support, 50 mm thick Nitrile rubber insulation and 24G aluminium cladding for 200 mm dia (xxiv) Test Points for pressure & temperature measurement complete with Brass body & nitrile rubber sealing bushes. Price includes 1nos pressure gauge & temperature gauge for measuments. (xxv) Condenser water Piping: SS pipes to IS 6913, cut to required lengths and installed with all welded joints, providing and fixing in position the necessary fittings like flanges, elbows. teas reducers for (a) 200 mm dia (b) 150 mm dia (c) 125 mm dia (xxvi) Butterfly valves: Hand Lever operated rating PN 10 CI body, SS-410 disc, EPDM Seat SS 431 shaft wafer end type Butterfly valves with matching flanges gasket, Gl nut bolts & washer etc complete. The valves should have feasibility of changing the inner lining if worn out and the handles should have lockable facility confirming to BS 5155 with extended stem. Valve shall be insulated with rubber insulation of thickness same as that in pipe & covered with aluminium cladding Pressure rating-PN10, 125 mm dia (xxvil) Flexible BELLOWS: Single arch rubber expansion joint rating PN 10 with retainer rings and control unit, Cast iron rubber expansion bellow, matching flanges gaskets Gl fastner etc complete Valve shall be insulated with rubber insulation of thickness same as that in pipe & covered with aluminium cladding for 125 mm dia

xxviii) ON/OFF 2 WAY VALVE: Motorised Cast Iron Butterfy valve (PN-16 water type win ON/OFF actuator for contolling the Chiller water flow in the Chiller with position feedback with matching flange gasket GI bolts etc complete For actuator it shall be IP 54 for indoor application The disc shall be nylon coated ductile (SG) iron GGG40 Valve shall be insulated with rubber insulation of thickness same as that in pipe & covered with aluminium cladding Close off pressure 1000KPA power supply 220VAC wth 2 inbuit auxillary swithces, 125 mm dia (xxix) BALANCING VALVE: Valve shall be of PN16 class Manual cast fron fanges balancing valves with pressure test cocks only in SS 410 stem SS-410 disc and EPDM sealing disc Valve shall be insulated with rubber insulation of thickness same as that in pipe & covered with aluminium cladding, 125 mm dia (xxx) NRV: Cast iron wafer end Dual Plate type Check Valve ( Non Retuen valve NRV) with matching flanges, PN16 rating cast iron to GR FG 260 body SS 410 plates, SS410 Hinge /stop pin SS316 springs (S) Buna -N seal to ANSI #125 (model 11), Gl fastners/threaded ends with unions etc complete as per technical specifications. Valve shall be insulated with 30 mm thick nitirle rubber insulation & aluminium cladding, 125 mm dia (xxxi) BALL VALVE: Full bore forged brass/Gun metal Ball valve screwed ends. Model 1510 of make RB or equivalent approved make with union etc complete. Pressure rating PN10 Valve shall be insulated with 30 mm thick nitirle rubber insulation & aluminium cladding (a) 32 mm dia (b) 25 mm dia (xxxii)Pvc tank three layer with all connected suitable pipe line controlling valves, tank foundation structre for Cooling Tower water storage tank 2000 ltrs

SUB TOTAL OF SCHEDULE "A" Part - VI

SVS PROJECTS

VENKATA SAI SRINIVASA CONSTRUCTIONS PRIVATE LIMITED

M/S. KASHI KANCHAN PVT. LTD.

PMR CONSTRUCTIONS

jd constructions

SOOD ASSOCIATES PVT LTD

K KUMAR RAJA PROJECTS P LIMITED