Military Engineer Services Tender
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Costs
EMD
₹ 1,69,400Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_688794_1Tender No
CWE BTD/TOKEN-77/2023-24Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Taking down chowkhats or frames with shutters of PVC door ,wooden door shutter, wooden window shutter , Mild steel window and Mild steel ventilators (without taking off shutters from the frames) area exceeding 1.50 sqm but not exceeding 4.00 Sqm each complete all as specified and as directed by Engineer-in- charge.
130
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Supply and fixing Pressed steel frames for doors with one or more rebates with and including lock strike plate, fixing lugs, etc., size of frame 125mm x 60mm,with and including one shop coat of zinc chromate primer complete all as specified and as directed by Engineer-in-charge. (thickness of steel sheet shall be 1.25mm) Note:- 1.The quoted rate deemed to include the cost of making good the disturbed surface with cement plaster 1:6 and matching the colour of new plaster with existing surface. Nothing extra shall be paid on this account.2. The rate of one shop coat of zinc chromate primer is included in this item and nothing shall be paid extra on this account.
153
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Supply and fixing Pressed steel frames for doors with one or more rebates with and including lock strike plate, fixing lugs, etc., size of frame 105mm x 60mm,with and including one shop coat of zinc chromate primer complete all as specified and as directed by Engineer-in-charge. (thickness of steel sheet shall be 1.25mm) Note:- 1.The quoted rate deemed to include the cost of making good the disturbed surface with cement plaster 1:6 and matching the colour of new plaster with existing surface. Nothing extra shall be paid on this account.2. The rate of one shop coat of zinc chromate primer is included in this item and nothing shall be paid extra on this account.
300
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Supply and fixing Pressed steel frames for doors with one or more rebates with and including lock strike plate, fixing lugs, etc., size of frame 75mm x 60mm,with and including one shop coat of zinc chromate primer complete all as specified and as directed by Engineer-in-charge. (thickness of steel sheet shall be 1.25mm) Note:- 1.The quoted rate deemed to include the cost of making good the disturbed surface with cement plaster 1:6 and matching the colour of new plaster with existing surface. Nothing extra shall be paid on this account.2. The rate of one shop coat of zinc chromate primer is included in this item and nothing shall be paid extra on this account.
240
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Material and Labour PCC 1:3:6 type C-1 using 20 mm graded stone aggregate for filling in bed block of hold fast etc complete all as specified and as directed by Engineer-in-charge.
4.2
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Supply & fixing factory made 35mm thick Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and as directed by Engineer-in-charge.
150
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Supply and Fixing 35mm thick, glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc (without sash bars), using 2nd class hard wood (Bonsum/ Hollock) edges of frming plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc , sizes of members of shutters as specified in SSR Part-I, Section8, Clause 8.24 (a), supplied and fitted to chowkhats complete all as specified and as directed by Engineer-in-Charge. Note:- Wire gauze/ glass shall be measured and paid separately.Note : - (i) The sutters shall be brought at site without primer and same shall be applying at site as per direction of Engineer-in-charge. Primer shall be measured paid separately under appropriate item (painting) of BOQ.
60
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Material & Labour Pressed steel shutter for cupboad with sheet thickness not less than 1.2 mm made to shape with and including locking arrgangement, handles and one shop coat paint complete all as specified and directed.by Engineer-in-charge.
72
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Dismantling boarding any description fixed in any position with nails complete complete all as specified and as directed by Engineer-in-charge.
40
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Material & Labour 18/19mm Prelaminated particle board, exterior grade, prelaminated one
side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame work complete all as specified and directed by Engineer-in-charge.
50
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Supply & fixing Stainless Steel continuous (piano) hinges 30mm width of flap, mild steel bright finish or electrogalvanised complete all as specified and directed by Engineer-in-charge.
50
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Supply & fixing stainless steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with tinned tack or galvanised wire staples complete all as specified & directed by Engineer-in- charge.
140
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Supply & fixing in replacement 300mm mild steel ordinary rat tail rod springs (helical spring) CONFORMING TO is 452-1973 , including roller & roller plate, fixed with screws/welding to steel frames/chowkats, complete all as specified and as directed by Engineer-in- charge.
30
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Supply & fixing 300mm long stainless steel sliding door bolts confoming to IS 15834-2008 , plate type, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed length of bolt complete all as specified and as directed by Engineer-in- charge.
90
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Supply and fixing stainless steel barrel tower bolts, 200 mm long conforming to IS 15833-2009, with bright bolts and fixed complete all as specified and as directed by Engineer-in-charge.
240
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Supply and Fixing type 3 stainless steel door handle of size 100 mm conforming to IS 208-2020, fixed with countersunk conforming to IS 208-2020 complete all as specified and as directed by Engineer-in-charge.
240
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Supply and Fixing Type-1 aluminium anodised hasp and staple of size 115 mm conforming to Is 363-1993 complete all as specified and as directed by Engineer-in-charge.
40
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Material and labour Providing and fixing aluminium work with Polyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conformikng to IS:733 and IS :1285, fixing with dash fasteners of required dia and size,including necessary filling up the gaps at junctions i.e at top , bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth , rust free, straight, mitred and jointed mechanically wherever required including aluminium cleat angle, Aluminium snap beading for glazing/ paneling , C.P. brass/ stainless steel screws, all complete all as specified and directed by Engineer-in-charge .
Note :- (i) Weight of aluminium sections , aluminium cleat angles, Aluminium snap beading shall be physically ascertained through a board of officers convened by GE and payment shall be made only after ascertaining the actual weight of aluminium at site.
(ii) The rate of material and labour for providing the EPDM rubber, neoprene gasket , C.P. brass/ stainless steel screws is included in this item and nothing shall be paid extra on this account. (iii)During considering the weighing of aluminium sections , aluminium cleat angle, Aluminium snap beading , the weight of EPDM rubber, neoprene gasket , C.P. brass/ stainless steel screws shall not be considered for measurments and payments. only the weight of the aluminium sections , aluminium cleat angles, Aluminium snap beading shall be considered and measurment and payment shall be made accourdingly.
(iv) Glazing /Paneling shall be measured and paid seperately.
(v) During the weighing of aluminium sections , aluminium cleat angle, Aluminium snap beading ,the weight of polyester powder coating 50 micron shall not be considered for weight but the rate of material and labour for providing polyester powder coating 50 micron is included in this item and nothing shall be paid extra on this account.(vi) Powder coated butt hinges, aluminium handles & aluminium peg stays shall be measured and paid seperately under respective itmes of Schedule'A' BoQ.
1500
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Supply and Fixing Mild steel framed brackets of angles cut to shape, drilled and counter sunk for screw including bending and welding angles as necessary, each backets confirming to Fe - 290, Gde - E - 165 as door frame, sink, hand wash basin, ladders and cooler stand etc complete all as specified and as directed by Engineer-in-charge.
500
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Material and Labour for Cutting hole in brick wall Depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall exceeding half brick but not exceeding one brick built in Cement mortar incl making good dismantled portion in Cement Mortar 1:3 or Cement Concrete Type B-1 using 20mm graded stone aggregates, complete all as specified and directed by Engineer-in-charge.
80
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Material and Labour for Cement Concrete 1 : 2 : 4 Type B-1 , using 20 mm graded stone aggregates as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating,complete all as specified and as directed by Engineer-in- charge.
1
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Demolition of cement concrete un- reinforced of any description and in any position not otherwise specifically provided for and including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge
9
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Supply only Integral water proofing compound.
30
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Material and labour for Waterproofing treatment to sunken floor using acrylic based multipurpose polymer. The treatment shall be carried out as per manufactures specification. The treatment shall be include of the following elements also: 1. Surface preparation of substrate by removing all traces of contaminates, loose and friable particles, cement laitance oils and grease, water repellent coatings etc
2. Injection grouting using cementitious grout if required. The payment for injection grouting shall be made separately etc.
3. Repair to the substrate, filling of blow holes/voids and surface leveling using appropriate products specified by the manufacture.
4. All intersections of horizontal and vertical surface should be profiled with a mortar fillet of minimum 25mm x 25mm.
5. The moisture content of the substrate shall be checked before application of first coat at water proof coating at the rate of 200 g/m2 followed brush topping at 450g/m2 per mm. The second coat shall be reinforced with glass fabric between the first and second coat.
6. The treatment shall be protected by application of polymer modified cement mortar of thickness 10mm applied at the rate of 50g per mm.
7. Tech specification : Tensile adhesion strength 0.5N/Sqmm (as bonding slurry).
35
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Material and labour for Aerated Autoclaved Concrete (AAC) blocks work according to Indian Standard specification IS:2185(Part-3)-1984 and latest revision built in Cement and sand mortar 1:6 with Aerated Autoclaved Concrete (AAC) blocks straight or curver on plan exceeding 6mtr Mean radius as in sunken floor complete all as specified and and as directed by Engineer-in-charge.
9
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Roughening surfaces of old concrete floor by picking , sweeping clean & washing down with water to remove dust etc.complete all as specified and as directed by Engineer-in-Charge
760
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Material and Labour anti slip coloured ceramic tiles 7 to 8mm thick (square/rectangular) of Size 300mm x 300mm in floors and Skirting etc. including 10 mm thick bedding layer using type-I adhesive (thick bed fixing) confirming to IS-15477:2004 and pointed in white or coloured epoxy grout to match the shade of tile including necessary cutting as per site requirement complete all as specified and as directed by Engineer-in-charge.
180
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Material and Labour Non Skid coloured ceramic tiles 9 to 10mm thick (square/rectangular) of Size minimum 600mm x 600mm, in floors etc including 10 mm thick bedding layer using type-I adhesive (thick bed fixing) confirming to IS-15477:2004 and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement having scratch hardness of surface min 6 on Mohs Scall and abrasion resistance of class V complete all as specified and as directed by Engineer-in-charge.
760
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), terrazo dado/wall tiling and skirting. etc on brick or stone walls etc including racking out joints hacking for key and scrubbing removing serviceable tiles to store and rubbish off the premises etc complete all as specified and as directed by Engineer-in-charge.
600
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Supply and Fixing glazed ceramic coloured tiles 9.5 mm to 10.5mm thick 600mm x 300mm size in verticle surface including 10mm thick bedding layer using type-I adhesive (thick bed fixing) confirming to IS-15477:2004 and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement etc complete all as specified and as directed by Engineer-in-charge.
600
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Material & Labour for Udaipur Green Marble work 15 to 16mm thick (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 to match with marble shade laid over with and including 15 mm thick cement screed in cement mortar 1:4 , and roundening to the edge of stone slabs , complete all as specified and directed by Engineer-in-charge.
60
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Material & Labour for Pre-polished kota stone 18-20mm thick as in flooring, cills and stair case over 15 mm thick cement screed base in CM 1:6 laid and jointed With grey cement slurry mixed with pigment to match the shade of the slab including rounding of edges complete complete all as specified and as directed by Engineer-in-charge.
Note : Full piece of kota stone to be used in window cills, tread and riser.
80
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Material & Labour for Pre-polished kota stone 18-20mm thick in riser of steps, skirting, dado and pillar laid over 10 mm thick cement plaster in CM 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab complete complete all as specified and as directed by Engineer-in-charge.
35
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Supply and Fixing in repairs 15mm bore chromium plated quarter turn Pillar cock screwed down high pressure, with or without lettered Hot ot Cold with long screwed shanks and flynuts screwed for iron pipe complete all as specified.
20
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Supply & fixing in repair 450 mm long PVC connection 15mm size with PTMT nuts complete all as specified & directed by Engineer-in-charge.
80
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Supply & fixing in repairs 15 mm bore chromium plated fancy type stop valve of cast copper alloy screwed down high pressure with crutch butter fly handle screwed both ends for iron pipe or for unions and fixed complete all as specified & directed by Engineer-in-charge.
80
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Supply and Fixing in repair brass chromium plated shower rose 70 mm of size with arme and with or without swivel joints to steel pipe or union complete all as specified and as directed by Engineer-in-charge.
20
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Supply and Fixing in repairs 15 mm dia bore chromium plated quarter turn concealed stop valves of cast copper alloy fancy type with long shank & cup etc. complete all as specified and as directed by Engineer-in-charge.
20
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Supply and fixing in repairs Brass chromium plated Tubular towel rail, 20mm dia , D type, 60 cm long between flanges complete all as specified and as directed by Engineer-in- charge.
20
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Supply & fixing in replacement Chromium Plated, soap tray size not less than 160mm, including fixing to wall with CP screws and PVC plug complete all as specified and directed by Engr-in-Charge
20
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Supply and fixing in replacement 15mm bore Bib tap long body cast copper alloy, chromium plated , with crutch or butterfly handle with capstan head, screwed down, screwed for iron pipe or for brass ferrule complete all as specified & directed by Engineer-in-charge.
80
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Supply & fixing stainless steel plate racks of size 900mm x 600mm x 250mm having thickness of Stainless Steel strip 1mm, fixed on wall etc. complete all as specified & directed by Engr-in-Charge.
20
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Supply and fixing sinks made of stainless steel 1.00 mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or includingfixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm complete all as specified and as directed by Engineer-in-charge.
20
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Supply & fixing Grating doom 125 mm dia with waste hole of PTMT. (Minimum weight 40gms) complete all as specified and as directed by Engineer-in-charge.
40
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Supply and fixing 600mm x 450mm size bevelled edge mirror selected quality 5mm thick glass mounted on 6mm thick commercial ply and fixed to wooden plugs with chromium plated brass screws and cup washers, including aluminium frame alround made of PVC channel, complete all as specified and directed by Engineer-in-Charge.
20
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Supply and fixing stainless steel curtain rod 25mm dia, wall thickness of pipe not less than 16 guage and grade SS 304, including brackets and pair of decorated end knobs (finials), stop roller etc. as per site requirement, fixed to wall with fixing accessories, including taking down old existing curtain rods any type or condition complete all as specified and as directed by Engineer-in-Charge.
180
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Taking up or down existing galvanised steel water tubing (GI pipe) 15mm bore including fitting/connection from wall/ceiling/floor/concealed etc. complete all as specified and as directed by Engineer-in-charge.
400
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Supply and Fixing 16 mm CPVC pipe SDR 11and plain CPVC SDR 11 fitting with all fitting and fixed to walls & ceilings or laid in floors, bore of pipe 15 mm i complete complete all as specified and as directed by Engineer-in-charge.
400
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Taking up or down existing galvanised steel water tubing (GI pipe) 20mm bore including fitting/connection from wall/ceiling/floor/concealed etc. complete all as specified and as directed by Engineer-in-charge.
200
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Supply and Fixing 20 mm CPVC pipe SDR 11and plain CPVC SDR 11 fitting with all fitting and fixed to walls & ceilings or laid in floors, bore of pipe 15 mm i complete complete all as specified and as directed by Engineer-in-charge.
200
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Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc. complete all as specified and as directed by Engineer-in- charge.
124
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Supply and Fixing 110 mm bore of pipe PVC (SWR) type B pipes single socket in any length with Stack clamps as shown in BTD Drg No. 916 sheet 1/4 to 4/4 of stays to wall at a distance of 100-120mm away from walls complete all as specified and as directed by Engineer-in- charge. including Taking down old AC eaves gutters and rainwater pipes ( of any size and pattern), including all fittings, compete all as specified and as directed by Engineer - in-charge.
214
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Supply and Fixing Brass chromium plated bottle traps for wash basins with inlet and outlet including necessary packing, union and cap and fixed complete all as specified and as directed by Engineer-in-charge.
20
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Supply and Fixing 110 mm bore of pipe PVC (SWR) type B bends of any radius / shoe fixed to PVC pipes complete all as specified and as directed by Engineer-in-charge.
20
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Supply and Fixing in repairs vitreous China squatting pan of Orrissa pattern of approved make of size 580 mm x 440mm x 260 mm white with integral foot rests including connection to trap and to flushing pipe with and including lime concrete bedding and connection to antisyphonage pipe etc including making good to floor complete all as specified and directed by Engineer-in-charge.
20
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Supply and fixing in replacement 10 litres capacity PVC valveless syphonic action type low level flushing cistern white with inlet, ball valve, float, handle including brackets and 32mm dia PVC flush pipe complete all as specified and directed by Engineer-in-Charge.
20
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Supply and Fixing wash hand basin of size 550mm x 400 mm vitrous China white flat back including brackets, waste coupling & PVC waste pipe of 32 mm dia etc. complete complete all as specified and as directed by Engineer-in-charge.
20
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Demolition and breaking up drain pipes SGSW,AC or reinforced concrete pipe set in cement mortar of 150 mm bore pipes all as specified and directed by Engineer-in-Charge.
90
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Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable , pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer-in- charge.
29
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Returning and filling including spreading, leveling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed by Engineer-in-charge.
20.3
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Removing excavated material (Soils ) not exceeding 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.
8.7
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Supply and laying DWCPE (SN 8) drain pipes 150 mm nominal dia as per IS-16098 (Part-II), laid in trenches on bed including all accessories/ fittings/ jointed ring, jointing and testing complete all as specified and as directed by Engineer-in- charge.
Note:- Excavation , earth work, bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'
90
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Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed of drain pipes of 150 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed by Engineer-in-charge. Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 10 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.
20
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Material and Labour for Cutting into existing manholes for 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-l smooth finished, and reforming benching as required for Internal dia of pipe in 150 mm complete all as specified and as directed by Engineer-in-charge.
20
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Dismantling and disconnecting of existing CI soil vent pipe 100 mm bore fixed to wall,laid in trenches incl all fittings & accessories complete all as specified and as directed by Engineer-in-charge.
90
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Dismantling and disconnecting of existing CI soil vent pipe 75 mm bore fixed to wall,laid in trenches incl all fittings & accessories complete all as specified and as directed by Engineer-in-charge.
90
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Supply and Fixing 75 mm bore of pipe PVC (SWR) type B pipes single socket in any length with Stack clamps as shown in BTD Drg No. 916 sheet 1/4 to 4/4 of stays to wall at a distance of 100-120mm away from walls complete all as specified and as directed by Engineer-in- charge.
90
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Supply and Fixing in repairs 110mm bore, PVC SWR Type-B Bends Juction , Tee and Y (any radius), diminishing pieces or tapers (large bore measured) with oval access door complete complete all as specified and as directed by Engineer-in-charge.
40
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Supply and Fixing in repairs 75 bore,PVC SWR Type-B, bends , junction , TEE and Y (any radius), diminishing pieces or tapers (large bore measured) with oval access door complete complete all as specified and as directed by Engineer-in-charge.
40
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Supply and Fixing in repairs 110 mm dia PVC SWR Type-B, P trap with grating incluing jointing to waste pipe fixed in cement concrete 1:2:4 type B1, using 20mm graded stone aggregates complete complete all as specified and as directed by Engineer-in-charge.
20
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Supply and Fixing in repair 75mm dia PVC SWR Type-B, floor trap with grating incluing jointing to waste pipe fixed in cement concrete 1:2:4 type B1, using 20mm graded stone aggregates complete complete all as specified and as directed by Engineer-in-charge.
40
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Supply and Fixing in repairs Branch pieces,PVC SWR Type-B, single 110 mm bore, equal or unqual, complete complete all as specified and as directed by Engineer-in-charge.
40
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Supply and Fixing in repairs Branch pieces,PVC SWR Type-B, single 75 mm bore, equal or unqual, ordinary or inverted (spigot or socket type) or with oval acess door complete complete all as specified and as directed by Engineer-in-charge.
40
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Demolition of RCC of any description and any position not otherwise specially provided and including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge.Note:The weight of scrap iron for schedule of credit shall be ascertain by BOO as ordered by GE.The copy of BOO duly countersinged by GE shall be enclosed with final Bill.
3
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Material & Labour for Providing Precast Cement concrete 1:2:4, Type-B-1, using 20mm graded stone aggregates as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 complete all as specified and as directed by Engineer-in- charge. Note: 1.Reinforcement shall be measured and paid separately under appropriate item of Schedule'A' BoQ.2. The rate of form work is included in this item and nothing shall be paid extra on this account.
1
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Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia including making of rungs, handles etc complete all as specified and as directed by Engineer-in-charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)
300
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Material and labour for Formwork to chullah hoods, chajjas, troughs and similar items including edges on rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge.
40
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Material and labour for RCC 1:2:4, Type-B-1, using 20 mm graded stone aggregates (Nominal Mix) as in chajjas complete all as specified and as directed by Engineer-in-charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
3
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Material and labour for Rendering 10mm thick in cement mortar 1:3 on conrete surfaces finished fair and even as in chajja or on ceiling complete all as specified and as directed by the Engineer-in-Charge.
60
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Dismantling of brick tiles or terracing tiles single layer on roof , disposal of retrieved material and stacking properly as directed by Engineer-in- charge.
600
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Dismantling of Mud in roofs, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof disposal off rubbish upto a distance not exceedomg 500.00mtr where directed ) complete all as specified and directed by Engineer-in- charge.
48
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Material and Labour for Water proofing tratment to existing roof / terrace (material of water proof treatment as approved by GE) Single component, acrylic based, flexible, micro fibre reinforced waterproofing and heat reflective coating system. the treatment shall be carried out as per the manufacturers instructions and shall include the followings:
(a) Preparation of substrate and cleaning it off all loose and triable by mechanical means
(b) Open the cracks lines to form , V grooves with cutter/hammer/chisel up to 5-10mm and filling with crack filler and PU sealant.
(c) application of primer coat @ 0.2 to 0.3 kg/ sqm followed by the first coat @ 0.75kg/ Sqm.
(d) The second coat shall be applied @ 0.75 kg / Sqm and reinforced with fabric re-inforcement between the first and second coat.
(e) The top coat of primer shall be applied after the second coat dries off @ 0.05-0.08 Kg per Sqm.
(f) The material shall adhere to following specification. TECHNICAL SPECIFICATION OF MATERIAL
Tensile Strength 1.5 MPa ASTM D412
Elongation at Break 200% ASTM D412
Adhesion in Peel 1.5 MPa (on concrete substrate) EN 1542
Crack Bridging Ability Passes upto 3.2mm Width ASTM C1305
Permeability to Water Vapour Passes IS 2645
Water Vapour Transimission ~ 23 g/m²/24hr ASTM E96
Water Absorption 10% ( by Mass) ASTM D570
Microbiological Resistance No Algae & Fungal Growth ASTM D5590
Solar Reflectance Index 102 ASTM E1980.
Note : Complete material shall be approved by GE and procured in bulk and kept in lock and key.
Note : The installation company should be trained and authorized by Manufacturer & installation to be carried out as per manufacturers approved method statement. All auxiliary & accessories involved during application should be supplied by single manufacturer as a part of system. Any component used which is not manufactured by the particular manufacturer can only be used with official approval from manufacturer in consultation with GE.
600
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Material and labour for cement slurry @ 1.2 kg /sqm spreading with bristle brush and rendering 15 mm (average thickness) in cement mortar 1:3 finished even and fair mixing with Liquid water proof compound 200ml per 50 kg cement bag on roof surface complete all as specified and as directed by Engineer-in-Charge. Note :- Liquid water proof compound shall be measured and paid separately.
600
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Material and Labour For PCC Padding to matain roof Slope and benching with PCC (1:2:4) type B0 using12.5mm graded stone aggregates with WPC as per manufacturer's instruction along side wall adjoining to roof in concave shape complete complete all as specified and as directed by Engineer-in-charge. Note : WPC shall be measured and paid separately.
33
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Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
2700
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Material and labour for 15mm thick Rendering in Cement mortar 1:6 on fare face of brick work or concrete surfaces and finishing the surface even & smooth without using extra cement complete all as specified and as directed by Engineer-in-charge.
1050
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Material and labour for Rendering 15mm thick in cement mortar in 1:4 on other than fare face of brick work or concrete surfaces even and smooth without using extra cement with using integral water proofing compound complete all as specified and as directed by Engineer-in-charge.Note : WPC shall be measured and paid separately.
1300
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Material and Labour for rendering 10 mm thick in cement mortar 1:3 on concrete surfaces as in ceiling and finishing the surface even & smooth complete all as specified and as directed by Engineer-in- charge.
350
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Demolition of brick work masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in- charge.
13
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Material and Labour Brick work with sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in- charge.
12
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Material and labour for Brick work with sub class ‘B’ burnt clay old size bricks, straight or curved on plan to any radius in half brick walls built in Cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge.
10
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Material and Labour for 75 mm thick PCC 1:3:6 , Type C-1 using 20 mm graded stone aggregate as in plinth protection, finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in- charge.
110
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Supply and fixing in replacement three layers 500 litre HDPE water storage tanks polyproof. white in colour rotational moulded polyethylene (cylindrical vertical with closed top) hoisted and fixed in position including Supply and fixing of suitable size inlet/outlet arrangement & other accessories complete all as specified and as directed by Engineer-in-charge.
20
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Supply and Fixing in replacement Ball valve high pressure of PTMT with epoxy coated Aluminium rod and high density plastic ball screwed for iron pipe of size 20 mm bore (minimum weight 20mm-210 gram) complete all as specified and as directed by Engineer-in- charge.
20
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Supply & fixing in replacement Gun metal, globe or gate valve (ISI marked), brass cast copper alloy, with iron wheel head, screwed both ends suitable for 15mm bore iron pipes complete all as specified and as directed by Engineer-in-charge.
20
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Supply & fixing in replacement Gun metal, globe or gate valve (ISI marked), brass cast copper alloy, with iron wheel head, screwed both ends suitable for 20mm bore iron pipes complete all as specified and as directed by Engineer-in-charge.
20
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Complete removal of existing treatment of any type/description from walls/RCC surfaces/ceiling/chajjas/roof projections etc with mechanical means/grinder complete all as specified and as directed by Engineer-in-charge.
2700
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Material and Labour for applying acrylic wall care putty on internal surfaces and external surfaces of walls/ceilings/soffits (thickness vary from 1.5 to 2.5 mm as required for desired smoothness and leveling of surfaces in two or more layers) by using ready made acrylic wall care putty including sand papering after filling the putty to make surface smooth and ready for receiving painting etc complete all as specified and directed by Engineer-in- Charge.
Make of acrylic wall care Putty : AS descriped in LIST OF MAKES/MANUFACTURERS under Appendix 'B' here-in-after.
Notes : (i) The prepared surface after wall putty, the contractor will inform to the GE as well as to the Engineer-in-Charge for site inspection before applying further finishes. Please note that the further finishes work will start only after approval of the prepared surface from the GE as well as to the Engineer-in-Charge through site order. (ii)The make of acrylic wall care putty shall be as per the recommendation of manufacturer of paint.
4900
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Material and Labour for Preparation of surfaces and applying 02 coats of interior emulsion paint (light shade as approved by GE ) @ 10 sq.m/litre/2 coats by using roller/brush to wall surfaces over & including a coat of interior emulsion primer @ 10 sq.m/litre/1 coat as recommended for under coat by manufacturer of interior emulsion by using the brands of interior emulsion paint and interior emulsion primer as descriped in LIST OF MAKES/MANUFACTURERS under Appendix 'B' here-in-after complete all as specified and directed by Engineer-in- Charge.
3600
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Material and Labour for Preparation of surfaces and applying 02 coats of exterior emulsion paint (light shade as approved by GE) with highlighter of any approved shade, @ 5 sq.m/litre/2 coats by using roller to external walls/RCC surfaces/soffits of chajjas/roof projections/cantilevers/balcony etc surfaces over & including a coat of exterior emulsion primer @ 11 sq.m/litre/1 coat as recommended for under coat by manufacturer of exterior emulsion by using the brands of exterior emulsion paint and exterior emulsion primer as descriped in LIST OF MAKES/MANUFACTURERS under Appendix 'B' here-in-after complete all as specified and directed by Engineer-in- Charge.
1300
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Material and Labour for for preparing new plastered surfaces of walls and applying three coats of white wash by making the lime slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. This shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. About 1.3 Kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub-resistant. Small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use complete all as specified and directed by Engineer-in- Charge..
150
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Material and Labour for for preparing new plastered surfaces of ceilings and applying three coats of white wash by making the lime slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. This shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. About 1.3 Kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub-resistant. Small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use complete all as specified and directed by Engineer-in- Charge.
350
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Material and Labour for for preparing existing treated surfaces of ceilings including cornices and applying two coats of white wash by making the lime slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. This shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. About 1.3 Kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub-resistant. Small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the of white wash solution and the whole solution shall be stirred thoroughly before use complete all as specified and as directed by Engineer-in-Charge.
1030
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Material and Labour for preparation of primed surfaces of steel of any description over 10cm width or girth and applying two coats of synthetic enamel paint complete all as specified and as directed by Engineer-in-charge.
78
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Material and Labour for preparation of steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide zinc chromate primer complete all as specified and as directed by Engineer-in-charge.
100
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Material and Labour preparing wood or wood based surfaces of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer-in-charge.
355
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Material and Labour for Cleaning all existing reinforcement bars in Roof, Ceiling, Chajja, Fascia, Fins, Drops and similar items with wire brush/rotary wire brush to make entire circumference surface of bars free from rust scales, loose material, dirt etc., complete and applying alkaline rust converting primer on the existing rebar and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer including cleaning the reinforcement, wire brushing to remove the rust spalls, complete as per manufacturer’s instructions, complete all as specified and as directed by Engineer-in-charge.
Note :- Mode of measurement : per sqm of breaking area of concrete only.
350
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Material and Labour for Providing and application of Zinc rich epoxy anti-corrosive protective coating for reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars (consumption Qty as per manufacturer's instructions but min 0.4 kg/Sqm approx) in Roof, Ceiling, Chajja, Fascia, Fins, Drops and similar items complete all as specified and directed by Engr-in-charge. The product should confirm carbonation resistance of 2 mm and bond strength 1N/sqmm according to ASTM C 882-78 complete all as specified and as directed by Engineer-in-charge.Note :- Mode of measurement: per kg of material consumed.
140
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Material and Labour for Apply SBR based bonding agent to the entire concrete surface prior to building up of concrete with Polymer modified mortar or any other treatment , including cleaning the surface to remove dirt, dust or any other impurities on the surface, etc. complete in Roof, Ceiling, Chajja, Fascia, Fins, Drops and similar items complete all as specified and as directed by Engineer-in-charge.Note :- Mode of measurement: per kg of material consumed.
140
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Material and Labour for Rebuilding the section of structural damaged RCC/PCC elements of Roof, Ceiling, Chajja, Fascia, Fins, Drops repair to spalling concrete to its original size and shape in layers of 10 mm average thickness in 1st layer by providing and applying with pre-batched, one component fiber based repair mortar having compressive strength = 50 N/sqmm (28 days) according to ASTM C 109; flexural strength = 5N/ sqmm (7 days) according to ASTM C 293-79 complete all as specified and as directed by Engineer-in-charge. Note :- Mode of measurement: per kg of material consumed.
23100
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Material and Labour for Drilling Holes of 12mm dia up to 100 mm deep holes in slab at the interval of 300 mm or as directed by Enginner-in-charge in staggered manner or along the crack line in Reinforced Concrete (RC) structural element including cleaning of the holes by air blower and inserting 12mm dia NRV (Non Returnable Valve) nozzle compatible with epoxy injector and having machined external end to receive outlet of Grouting Gun. Fix inside the hole by applying thixotropic epoxy adhesive to ensure complete sealing and allow curing the system for minimum of 8 Hrs before Grouting including nozzle projections, excess putty, if any, over concrete element by grinding, leveling and finishing the external surface, after completion of the work, etc. complete all as specified and as directed by Engineer-in-charge.
900
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Supply and Grouting, injecting two part, low viscosity, moisture insensitive injection liquid, based on high strength epoxy resin by pressure and using pressure epoxy injector with accessories till nozzle refused to accept the grout including mixing of grout for column, beam and roof slab having following properties:- (i) Mixed Density 1.1 kg/l (at +27°C); Viscosity ~ 250 mPas at +30°C and should comply according to ASTM C 881, Type II and IV, Grade-1, Class E+F (ii) Compressive strength = 70 N/sqmm (7 days) according to ASTM D 695; Tensile Strength = 30 N/sqmm (after 7 days at +30°C cure) (According to ASTM D 638); (iii) Bond Strength ~ 10.8 N/sqmm (failure in concrete) after 14 days at +30°C cure; Flexural strength ~ 50 N/sqmm according to ISO 178. (iv ) Seal the nozzle with thixotropic epoxy adhesive after the refusal of grout material from the nozzle. Note:- leakage through other nozzle or cracks are required to be monitored while grouting and such points to be sealed as and when required without any extra cost complete all as specified and as directed by Engineer-in-charge.
Note :- Mode of measurement: per kg of material consumed.
90
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Supply & fixing for 4.80 mm thick, sheet glass ordinary quality and glazing with beads fixed with metal pins complete all as specified and as directed by Engineer-in- charge.
40
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Taking down carefully copper /aluminium point wiring (light, fan, socket or power point ) complete including fitting such as hylem , sheet switches, ceiling rose, pendent holder sockets, regulator except concealed conduit and sunken boxes etc. complete all as specified and directed by Engineer-in-charge. Note: The rate of cutting chases (as required) and making good surfaces to match with adjoining surface shall be measured and paid seperately under serial item no. 113.00 to 118.00 of BoQ.
516
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Material and labour for concealed Point wiring using approved colour coding as per IS (Red, Black and Green for single phase circuits), in PVC conduit complete with 2.5 sqmm (nominal cross section area ) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked ) drawn through with and including PVC rigid conduit 20mm dia ( heavy duty ) ISI marked with valid CML No.(IS-9537-1983 for conduits and IS:3419:1976 for conduit accessories) with all fittings and all accessories i.e pipe bend pipe hook, elbow,junction box, pressed steel powder coated sunken box of suitable size (min 60mm deep, suitable length and 1.2mm thick ), 3mm thick bakelite plastic laminated sheet for mounting with frame and top cover for one light/fan point controlled by one switch, top cover fixed with brass screws & cup washers including provn of 2.5 sqmm FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc with and including cutting chases (as required) and making good surfaces to match with adjoining surface complete all as specified and as directed by Engineer-in- charge .Note for serial item no.112.00 to 118.00 :(i) switches , sockets ,two way switches, Bell push & Switch socket combination 2 in 1, 3 pin, 5 and 15 Amp flush type universal fan regulator shall be measured and paid seperately under respective items of Schedule'A' BoQ.(ii) The rate of cutting chases (as required) and making good surfaces to match with adjoining surface is included in this item and nothing shall be paid extra on this account.
320
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All as per item No 113.00 here- in- before but for one socket outlet 3 pin, 5 Amp 230 volts flush type on same board complete all as specified and as directed by Engineer-in- charge.
60
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All as per item No 113.00 here- in- before but for one socket outlet 3 pin, 5 Amp 230 volts flush type on independent board complete all as specified and as directed by Engineer-in- charge.
90
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All as per item No 113.00 here- in- before but for one light point controlled by two way switch complete all as specified and as directed by Engineer-in- charge.
10
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All As per item No 113.00 here- in- before but for call bell point, complete all as specified and directed by Engineer-in-charge.
20
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All as per item No 113.00 here in before but for one Switch socket combination 2 in 1, 3 pin, 16 Amp flush type universal with cable 4.0 sqmm multistranded copper conductor FRLSH cable on the independent board including provn of 4.0 Sqmm PVC insulated copper conductor FRLSH cable continues as earth wire connected to earth dolly complete all as specified and as directed by Engineer-in- charge.
60
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Supply and Fixing switch piano flush type 5 Amp, ISI marked 230V AC, single pole, one way complete all as specified and as directed by Engineer-in- charge
470
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Supply and Fixing switch piano flush type 5 Amp, ISI marked 230V AC, single pole, two way complete all as specified and as directed by Engineer-in- charge
20
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Supply and Fixing Socket outlet 3 pin, 5 Amp 250 volts flush type complete all as specified and as directed by Engineer-in- charge.
150
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Supply and Fixing Bell push switch, flush type, 5/6 Amp,ISI marked 230V AC complete all as specified and as directed by Engineer-in- charge.
20
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Supply and Fixing Switch socket combination 3 pin, 16 Amp flush type universal complete all as specified and as directed by Engineer-in- charge.
60
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Supply and Fixing ceiling rose surface bakelite 65 mm x 50 mm with three terminal complete all as specified and as directed by Engineer-in- charge.
15
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Supply and fixing Electronic Bell, ding dong type 230 Volt AC supply, complete all as specified and directed by Engineer-in-charge.
20
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Supply and Fixing lamp holder PVC/ polycarbonate type with back plate suitable for batten fitting with LED bulb 9 watt cool day lamp complete all as specified and as directed by Engineer-in- charge.
80
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Material and Labour for in repalcement Sub main wiring with two single core of size 6 Sqmm FRLSH PVC insulated unsheathed with multistranded copper conductor cable 1100 volts grade including cuttting, chasing and grouting including non metallic rigid PVC conduit medium quality of size 20 mm dia conforming to 3537 Part-I ISI marked including all fitting such as Tee, Elbow, bend etc drawn in and including one single core of size 6 Sqmm FRLSH PVC insulated unsheathed with multistranded copper conductor cable 1100 volts grade as in contineous earth conductor cable connected to earth dolly complete all as specified and as directed by Engineer-in- charge. (Colour code phase-Red, Neutral-black and Earth as Green) complete all as specified and as directed by Engineer-in- charge. .Notes:-(a) Cost of PVC conduit , conduit accessories and earth wire included in sub main wiring. (b) Three single core 6 Sqmm FRLSH PVC insulated unsheathed with multistranded copper conductor cable 1100 volts grade including non metallic rigid PVC conduit of size 20 mm dia shall be measured as one length.
270
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Supply and fixing MCB ‘C’ curve suitable for 230 volts AC supply, 06 to 32 Amps, SP with over load and short circuit protection and rupturing capacity not less than 10 KA complete all as specified and as directed by Engineer-in-charge
120
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Supply and fixing MCB ‘C’ curve suitable for 230 volts AC supply, 32 Amps, SPN with over load and short circuit protection and rupturing capacity not less than 10 KA complete all as specified and as directed by Engineer-in-charge
20
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Supply and Fixing in replacement Sheet metal enclousers made out of CRCA mild steel sheet not less than 1.2mm thick,, double door, powder coated DB SPN 8 way 240 Volt, 200 Amps rated bus bar, dust and vermin proof suitable for incorporation of MCB's and isolators etc complete all as specified and as directed by Engineer-in- charge.Note: MCB/ Isolators shall be measured and paid seperately under appropriate item of BOQ.
20
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Supply and fixing in replacement LED light fitting 1x20 Watt, 220V AC decorative box type with driver holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed by Engineer-in-charge.
100
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Supply and fixing in replacement LED light fitting 1x10 Watt, 220V AC decorative box type with driver holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed by Engineer-in-charge.
60
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Supply and Fixing in replacement LED Street light fitting 35 Watt 230V AC outdoor type with high pressure die cast aluminium hosing and heat resistant complete with driver, lamp bracket with impact and corrossion resistant complete with IP 65/66 protection with and including bracket made out with 40mm bore Galvanised Iron Light grade pipe 1.20 mtr length bent to shape with 02 sets of MS clamps made out of minimum 3 mm MS flat iron with suitable bolt and nuts complete with and including connection with copper cable of suitable size from ceiling rose to fitting complete all as manufacturer's instructions ,as specified and as directed by Engineer-in-charge.
5
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Supply & Fixing Ceiling fan of 1200mm sweep complete with blades, down rods, including electronic regulator (modular type, 120w, 2 module) and accessories, 230 Volts, single phase, 50 Hz, Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current (BLDC) motor connecting up complete with and including three core flexible PVC insulated multi stranded copper conductor cable of suitable size from ceiling rose / connector, including extra GI / MS pipe down rod, as per site requirement , with and including serial number of fan as issued by Engineer-in-charge and GE office name with red colour permaent marker complete complete all as specified and as directed by Engineer-in-charge.
60
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Supply & Fixing exhaust fan, steel body AC single Phase. 230V of size 300mm sweep , energy efficient complete with, blades and frame and louvers complete with and including 3.00 core PVC insulated copper conductor for connection from ceiling rose to exhust fan including cutting of brick wall and making of hole to fix the exhaust fan and making good the disturbed surface with exist surfaces complete all as specified and directed by Engineer-in- Charge.
20
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Supply and Fixing exhaust fan made of sturdy Engineering plastic complete with louvers shutter, voltage 230V, 50 Hz, RPM 1200, Copper winding of sweep 250mm complete all as specified and directed by Engineer-in-charge.
20
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Material and Labour for earthing complete with galvanised steel earth plate electrode 600mm x 600mm x 6 mm thick burried directly in ground to depth of pit not less than 2.25 m below normal ground level with top edge of the plate not less than 1.5 m below normal ground level surrounded from all sides by 15 cm thick packed layer of charcoal / coal dust and common salt filling in alternate layers and connected to galvanised earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of GI or steel including GI protection pipe 15mm dia light grade upto the extent of 7.5 metre and connecting to earthing test point, main switch board including GI pipe 20 mm dia light grade for watering, MS funnel and bringing out the watering pipe upto 30 cm above the normal ground level plugged at top including all fitting including PCC earth pit with PCC 1:2:4 type B-1 using 20mm graded stone aggregate and RCC pit cover including necessary earthwork and excavation in any type of soil complete all as specified as shown in electrical plate No 3 of SSR Part-I and testing on completion. Note:- (i) Earth continuity of GI wire 4 mm including protection pipe up to 7.5 mtrs from earth electrode will be included in unit rate, complete all as specified and directed. (ii) The rate of earth work in soft/loose soil i.e. excavation, returing filling and removal, form work is included in this item and nothing shall be paid extra on this account. (iii) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (iv) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.
5
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Material and Labour in replacement for earthing complete with galvanised steel earth plate electrode 600mm x 600mm x 6 mm thick burried directly in ground to depth of pit not less than 2.25 m below normal ground level with top edge of the plate not less than 1.5 m below normal ground level surrounded from all sides by 15 cm thick packed layer of charcoal / coal dust and common salt filling in alternate layers and connected to galvanised earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of GI or steel including GI protection pipe 15mm dia light grade upto the extent of 7.5 metre and connecting to earthing test point, main switch board including GI pipe 20 mm dia light grade for watering, MS funnel and bringing out the watering pipe upto 30 cm above the normal ground level plugged at top including all fitting including PCC earth pit with PCC 1:2:4 type B-1 using 20mm graded stone aggregate and RCC pit cover including necessary earthwork and excavation in any type of soil complete all as specified as shown in electrical plate No 3 of SSR Part-I and testing on completion. Note:- (i) Earth continuity of GI wire 4 mm including protection pipe up to 7.5 mtrs from earth electrode will be included in unit rate, complete all as specified and directed. (ii) The rate of earth work in soft/loose soil i.e. excavation, returing filling and removal, form work is included in this item and nothing shall be paid extra on this account. (iii) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (iv) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.
5
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Taking down carefully existing electrical / electronic meter from qtrs and deposting meters safely to AGE E/M store yard and refixing the same after collectecting from AGE E/M , after carrying out repair complete all as specified and directed by Engr-in- Charge.
20
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Taking down unserviceable complete ceiling fan along with blades and deposited to AGE E/M store yard complete all as specified and directed by Engr-in- Charge.
40
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Supply, installation, testing and commisioning in replacement of wall mounted indoor LT panel board proctection class IP65, 415-433V made out of 2.0 mm thick RAL 7032/7035 coated CRCA steel, dust and vermin proof, double door complete prewired, with locking arrangements including painting with powder coated paint over a coat of red oxide zinc cromate primer complete including necessary internal wiring for MCBs and electric meter and suitable opening, for cable entry and outgoing submain wiring, with gland complete comprising of the following :-
(i) Incomer MCCB 63Amp, 4 pole , 415V, 16KA -01 No.
(ii) RYB phase indicating lamps-01 Set - Set of three
(iii) Insulated copper Bus Bar 200A rating -04 Nos. (iv) MCB 32Amp, DP 'C' Curve-04 Nos. (For DUs meters)
(v) MCB 10Amp , DP 'C' Curve-01 No. (For staircase lighting meter )
(vi) Digital Volmeter suitable for 0-500 Volts AC-1 No.
(vii) Provisional arrangment for energy meters with transparent acrylic sheet with separate locking arrangements -05 Nos.
5
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Note for serial item nos. 112.00 to 140.00 of BoQ:- 1. All old unservicable material obtained from serial item nos.112.00 to 140.00 shall be deposited in the store yard of AGE EM GE South Bathinda by the contractor at his own arrangment. Nothing shall be paid extra to contractor on this account.The Board of Officer as ordered by GE (South) Bathinda shall be ascertained the quantity of old unservicable material and shall be depostied accordingly . 2. The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule 'A'/BOQ
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