Military Engineer Services Tender
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Costs
EMD
₹ 4,41,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_693944_1Tender No
84489/E8 CE BTZ/BKN/TOKEN -23 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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REHABILITATION WORKS (STRUCTURAL REPAIRS/RETROFITTING)
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Demolition of cement concrete reinforced (RCC) of any description and in any position not otherwise specifically provided, including reinforcement cut as required to facilitate including removing all debries and thrown in low lying earmarked area (as per direction of Engineer-In-Charge) at any distance from the building/site complete all as specified and as directed by Engineer-in-Charge.
155.9
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Removing & Cleaning of existing loose concrete carefully by controlled sand blasting including cleaning the surfaces by air jet etc. complete.(Mode of measurement - breaking area of concrete )
2196
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M&L for providing steel scaffolding with props, jacks & formwork etc for supporting RCC Beams etc for carrying out the rehabilitation works complete all as specified & directed (Mode of measurement - area of form work on supporting surface ). Note:- The steel scaffolding & formwork etc catered for in the items above is for supporting the RCC members during the period of their structural rehabilitation. The scaffolding & formwork shall not be removed until the RCC members have gained sufficient strength. The decision of GE shall be final conclusive & binding in respect of the extent to which the formwork is to be provided & time of its removal.
180
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M&L for providing steel scaffolding with props, jacks & formwork etc for supporting RCC Slabs etc for carrying out the rehabilitation works complete all as specified & directed . (Mode of measurement - area of form work on supporting surface ). Note:- The steel scaffolding & formwork etc catered for in the items above is for supporting the RCC members during the period of their structural rehabilitation. The scaffolding & formwork shall not be removed until the RCC members have gained sufficient strength. The decision of GE shall be final conclusive & binding in respect of the extent to which the formwork is to be provided & time of its removal.
360
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Shear key connector by Hiliti Method with drilling straight or inclined holes upto 120 mm deep and upto 14-16 mm dia on concrete using electrically operated drilling machine including fixing shear key connectors 10 to 12 mm dia fixed in concrete using lock fix material etc complete.
7200
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Drilling holes 10 mm to 20mm dia for steel bar 100 to 200mm deep as directed filling the holes after inserting of reinforcement dia 8 to 16mm for anchoring at ends/shear connector and filled the holes with one or two component styrene free vinylester resin anchor or two components, styrene & cement free epoxy acrylate fixing and anchoring compound (having the technical parameters mentioned in material specifications) using standard sealant applicator gun after drilling holes of required diameter at required locations, for holding / fixing / placing in position the steel reinforcement at desired level/ stretching. (Note : Steel reinforcement shall be paid and measured separately).
Make: M/s Sika India Pvt Ltd/ Fosroc/Dr Fixit/Bostik/Choksey
3240
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Supply only Rust remover for applied on the steel bars.
Make:- Reebaklens of Fosroc or equivalent of Dr. Fixit/BASF/ PIDILITE
1200
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Labour only for applying Rust remover (coverage- 2.0-2.5 Sqm/ltr) including cleaning the Rebars which has not lost their life properly with mechanical means to remove the Loose rust and to achieve complete removal of dust before the application of rust remover complete all as specified and as directed.
3000
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Supply only Anticorrosive zinc rich epoxy based liquid.
Make:- Nitozinc Primer STD of Fosroc or equivalent of Dr. Fixit/BASF/ PIDILITE
439.2
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Labour only for applying Anticorrosive Treatment to Reinforcement by applying zinc rich epoxy based protective coating on the dry surface of the rebars (existing and additional rebars if provided) including RCC surfaces @ 5 sqm/ltr complete all as specified and as directed.
2196
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Material and labour for injecting Low viscous epoxy injection resin for crack filling in slab, beam etc, injection grouting having Flexural strength of 40N/mm² in 7 days and Compressive strength of 45N/mm² in 1 day, by pressure and using injector with accessories till nozzles refused to accept the grout, all tools and materials complete all as specified and as directed. Make:- Conbextra EP10 of FOSROC or equivalent in Dr. Fixit/BASF/ PIDILITE
50
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Material and labour for applying structural grade two-component solvent-free epoxy resin based bonding agent with an open time of ≥6hrs having Compressive strength strength 50N/mm² in 7 days. (Mode of measurement shall be the area of application of concrete surface) complete all as specified and as directed. Make :- Nitobond EP of FOSROC or equivalent in Dr. Fixit/BASF/ PIDILITE
1301.4
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Material and labour for Providing and jacketing the distressed concrete elements in patches using Single component, shrinkage controlled, polymer modified cementitious micro concrete that achieves a compressive strength of 35 MPa in 3 days (BS 1881), Flexural Strength 09 MPa at 28 days as per BS 6319 Pt-3, Tensile Strength 3.5MPa in 28days as per BS 6319 Pt-7, by “Form & Pour” method inclusive of Manpower, Material and Equipment complete all as specified and as directed. Make:- Rendrock LAxtra of Fosroc or equivalent in Dr. Fixit/BASF/ PIDILITE
Note:- The quoted rate shall be inclusive of providing necessary formwork all as specified & directed.
100
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Material and labour for application of single component, Shrinkage controlled, polymer modified, fiber reinforced cementitious repair mortar (Thickness of 15mm –upto 20mm) RENDEROC SP 40 of FOSROC or equivalent of Dr. Fixit/BASF/ PIDILITE having compressive strength minimum 45MPa in 28 days and Flexural Strength 7MPa in 28days, for replacing the damaged part of concrete and repairing the damaged surface of concrete. The item includes also cost towards removing & cleaning of existing loose concrete carefully by low impact high frequency hammer OR by manual chipping without damaging the existing good concrete including cleaning the surfaces by air jet etc complete all as specified and as directed.
300
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Shotcreting average thickness 25mm in RCC column, beams and slab etc (with mix min cement content of 350 kg per cum M-25). Concrete having the min characteristics compressive strength (with ordinary Portland cement, coarse sand and graded stone aggregates of 6mm to 10mm size in proportion as per design criteria) incl the cost of centering and shuttering at edges and corner etc as directed by Engr-in-Charge preparation and cleaning and removing the loose concrete and cleaning the exposed surface and reinforcement with wire brushes and thourghly washing with water and allowing it to dry etc incl removal of dust by applying approved rust remover chemical and the coating with Dr Fixit Epoxy Zinc primer @ 6Sqm per Liter at DFT of 100 micron as per manufacture instruction complete all as specified and as directed.
294
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Supply and fixing hard drawn steel wire fabric not exc 4kg/sqm cut to length, wire mesh to be fixed and firmly anchored to the concrete surface by means of 'L' shaped mild steel shear die wielded with existing reinforcement including welding/tying with mild steel wire (annealed) not less that 0.9mm dia complete all as specified and as directed.
588
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Supply and fixing mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-290 (Gde E-165) complete all as specified and as directed.
500
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Supply and fixing mild steel rolled sections as in main and cross beams, column, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and as directed.
5000
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Supply and fixing mild steel as in stairs (framed) including stringers, treads, landing, cleats, brackets, etc. complete Fe-290 (Gde E-165) complete all as specified and as directed.
24000
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Material and labour for mild steel TMT bars 10mm dia & 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 complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)
24273
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Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge.
(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose)
1540
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Material and labour for reinforced cement concrete M-30 (Design Mix) using 10/20mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.
(NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
216.8
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Material and labour for reinforced cement concrete M-30 (Design Mix) using 10/20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases of columns etc. complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
156.65
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Material and labour for reinforced cement concrete M-30 (Design Mix) using 10/20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, cills, steps; seismic and other similar bands 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.
20.5
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Form work to sides of pillars, posts, struts piers, columns and stanchions and similar works (Circular on plan) rough finished complete all as specified & directed by Engineer-in- charge.
3236.4
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Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to better rough finished flat complete all as specified & directed by Engineer-in- charge.
990
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Form work to flat sides and soffits of floor or roof beams, beam haunchings, lintels, cantilevers, shelves including supports, overhangs etc also splays between floors and beams, etc. and similar works rough finished flat surfaces complete all as specified & directed by Engineer-in- charge.
336
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SPECIAL REPAIR B/R WORK
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Taking down cement plaster from brick walls/soffits of roof projections & chajjas /ceilings etc. including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
1300
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Material and labour for internal plastering 15mm thick in cement mortar (1:6) on any face of Brick walls or concrete surfaces, finished even and fair complete all as specified and as directed by the Engineer-in-Charge.
450
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Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick wall or concrete surfaces, finished even and fair including mixing of liquid WPC in mortar @ as per manufacturer instruction per bag of cement of 50kg complete all as specified and as directed by Engineer-in-Charge. Note : WPC will be measured and paid separately as Supply only)
820
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Material and labour for rendering 10mm thick in cement mortar (1:3) onconcrete surface of ceiling, finished fair, even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
100
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Supply only liquid water proofing compound complete all as specified and as directed by the Engineer-in-Charge. Make : Pidilite/Sika/Choksey chemicals/STP Limited
22
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Dismantling of stone slab tiling including cement mortar bedding ( but not backing) and including removing rubbish material from building and thrown in low lying empty area at any distance as direccted from the site complete all as specified and as directed by Engineer-in-Charge.
1500
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Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided and including removing rubbish material from building and thrown in low lying empty area at any distance as direccted from the site complete all as specified and as directed by Engineer-in-Charge.
120
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Material and labour for 100mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.
1200
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Material and labour for machine cut 20 to 25 mm thick, Kota stone slab (size of slab not less than 500x550mm for flooring and in single piece for treads of staircase), laid over and including 20 mm thick bedding layer in cement mortar (1:6) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish) and polishing by machine, including machine cutting to make it square or rectangular as per site complete all as specified and as directed by Engineer-in-Charge.
1200
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Material and labour for machine cut 20-25mm thick, Kota stone slab as in skirting, dado and on pillar, laid over and including 10 mm thick bedding layer in cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish ) and polishing by machine, including machine cutting to make it square or rectangular as per site complete all as specified and as directed by Engineer-in-Charge.
50
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Material and labour for 75 mm thick PCC (1:3:6) type C-1 using 20mm graded stone aggregate as in plinth protection, hard standing, path etc, laid in suitable panels not exceeding 3.00 m length finished even and smooth without using extra cement, 10mm Joints filled with bituminous sealing compound of grade ‘A’/bitumen mastic filler/sealant complete all as specified and directed by Engineer-in-Charge.
700
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Demolition of floor hearth or wall tilling including cement mortar bedding but not backing including removing rubbish material from building and thrown in low lying empty area at any distance as direccted from the site complete all as specified and as directed by Engineer-in-Charge.
400
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Material and labour for 15 mm thick bedding layer (screed bed for floor tile) in cement mortar (1:6) and finish the surface rough to receive the tile complete all as specified and directed by Engineer-in-Charge.
280
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Material and labour for 10 mm thick bedding layer as in vertical surface (screed bed for skirting/wall tiles) in cement mortar (1:4) and finish the surface rough to receive the tile complete all as specified and directed by Engineer-in-Charge.
130
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Material and labour for Double charge vitrified coloured tiles (approved shade) of size 600mm x 600mm having thickness 8 to 9 mm premium quality having water absorption less than 0.08%, straight edge, stain free, glossy finish, square marbonite, laid as in floor, set and jointed 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, complete all as specified and directed by Engineer-in-Charge. Make : Johnson (Snow Flair/Albano White Plus/Albano Lemon Plus) or Techno commercial equivalent in make mentioned in Appendix 'B'
200
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Ditto all as above item but as in skirting complete all as specified and as directed by Engineer-in-Charge.
10
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Material and labour for 7 to 8 mm thick non-skid ceramic colour (light shade) joint free tiles with matt finish premium quality having water absorption should be between 3% to 6%, square/ rectangular, area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floor, set and jointed using type-I adhesive (thick bed fixing) confirming to IS-15477:2004 including necessary cutting as per site requirement, complete all as specified and directed by Engineer-in-Charge.
80
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Material and labour for Glazed ceramic coloured (light shade) joint free tiles of size 300mmx 450mm, 7 to 8mm thick, premium quality having water absorption should be between 10% to 20% as in vertical surface set and jointed using type-I adhesive (thick bed fixing) confirming to IS-15477:2004 including necessary cutting as per site requirement, complete all as specified and directed by Engineer-in-Charge.
120
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Taking up or down existing galvanised steel water tubing (GI pipe) 15mm bore including fitting/connection from wall, ceiling, floor etc. removing from site and deposited at MES AGE store yard complete all as specified and as directed by Engineer-in- charge.
75
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Taking up or down existing galvanised steel water tubing (GI pipe) 20mm bore including fitting/connection from wall, ceiling, floor etc. removing from site and deposited at MES AGE store yard complete all as specified and as directed by Engineer-in- charge.
150
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Supply and fixing galvanized steel tubing (GI pipe) medium grade 15mm bore ISI marked with all new fittings like elbow, tee, union, socket, reducer etc. and fixed complete to walls, ceiling or laid in floor including cutting and threading of pipe complete all as specified and as directed by Engineer-in- charge. Note :- (i) Cost for cutting chases/groove as required for concealed pipe and bracket for along surface of wall pipe shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account.
75
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Supply and fixing galvanized steel tubing (GI pipe) medium grade 20mm bore ISI marked with all new fittings like elbow, tee, union, socket, reducer etc. and fixed complete to walls, ceiling or laid in floor including cutting and threading of pipe complete all as specified and as directed by Engineer-in- charge. Note :- (i) Cost for cutting chases/groove as required for concealed pipe and bracket for along surface of wall pipe shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account.
150
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Supply and fixing in replacement bib tap with Wall Flange cast copper alloy, chromium plated, fancy type, long nose body, with round head/knob, screwed down, screwed for iron pipe or for brass ferrule 15mm bore complete all as specified & directed by Engineer-in-charge.
60
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Supply and fixing in replacement pillar tap cast copper alloy with capstan head, chromium plated, fancy type, high pressure with or without letter 'Hot' or 'Cold' with long shank and fly nuts screwed for iron pipe or for brass ferrule 15mm bore complete, all as specified & directed by Engineer-in-charge.
15
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Material and labour for 25mm thick PCC in cement mortar (1:2:4) type B0 using 12.5mm graded stone aggregate the surface finished fair complete all as specified and directed by Engineer-in-Charge.
180
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Material & Labour for PCC (1:5:10) type E2 using 40mm graded stone aggregate as filling of sunken floors complete all as specified and as directed by Engineer-in-charge.
22
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Material and labour for rendering 10 mm thick in CM (1:3) on concrete surfaces of sunken portion including mixing of liquid WPC in mortar @ as per manufacturer instruction per bag of cement of 50kg complete all as specified and as directed by Engineer-in-Charge. Note : WPC will be measured and paid separately as Supply only)
80
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Material and labour for water proofing treatment to sunken floor surfaces of toilets/baths/WC's (at other than ground floor) with following applications complete all as specified and as directed by Engineer-in-Charge :-
(a) Apply first coat of chemical Pidifin 2K (of Dr Fixit or equivalent make) on prepared concrete or plastered surface.@ 0.86 Kg/Sqm (minimum) or as recommended by manufacturer.
(b) Provide a layer glass ficre mess of size 2.25 mm x 2.25 mm (45 GSM) over first coat of chemical Pidifin 2K as per manufacturer instruction.
(c) Applying second coat of chemical Pidifin 2K @ 0.86 kg/Sqm (minimum) over glass fibre mess.
Make : Dr fixit or Techno commercial equivalent in make mentioned in Appx 'B' approved by CWE
80
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Supply and fixing in replacement PVC low level cistern of 10 ltrs capacity with top push button inclusive of brackets and PVC bend long type and connection to flush pipe of any size and pattern with inlet ball valve float and handle complete all as specified and directed by Engineer-in-Charge.
45
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Supply & fixing in replacement vitreous China squatting pan 'Orissa' pattern white of size 580mmx440mm with integral foot rests, excluding flushing cistern but including PVC (SWR) 'P' trap 100/110mm bore and including setting the trap and pan in lime concrete (1 lime, 2 sand or surkhi and 5 aggretate), min. 150mm thick all round including PVC flush pipe upto finished floor level, joints of flush pipe and trap make leakproof and testing upto entire satisfaction of Engineer-in-charge before filling concrete complete all as specified and as directed by Engineer-in- charge.
10
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Supply & fixing in replacement vitreous china wash down water closet pan (pedestal pattern, EWC) white clour (excluding flushing cistern and flush pipe) including connection to drain and to flushing pipe etc., including plastic water closet seat with cover (white clour) closed pattern with flat bottom and mild steel chromium plated or aluminised hinging device including stainless steel chromium plated jet spray with 01 mtr long PVC pipe with CP connector and necessary nut bolts and with necessary CP screws and plug for fixing WC complete all as specified and as directed by Engineer-in- charge.
15
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Supply & fixing in replacement 110mm bore uPVC pipes grade 'B' (Sch-40) single socketed (pressure rating not less than 4kg/sqcm) in any length with rubber ring joints for drain or rain water fixed along walls with and including suitable size clamps/brackets (interval of 1m and pipe keeping 100mm away from wall ) fixed with fasteners/nut bolts, joints fixed with pipe joint lubricant complete all as specified and as directed by Engineer-in- charge.
Note:- Bracket, clamp, nut bolt, fastner, slotted channel etc shall be made of deep drawn low carbon steel material with hot dip zinc aluminium flake coated and fixed all as shown on BTD drawing cost for same shall deemed to be included in the quoted unit rate and nothing extra shall be admissible on this account.
625
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Supply & fixing in replacement 160mm bore uPVC pipes grade 'B' (Sch-40) single socketed (pressure rating not less than 4kg/sqcm) in any length with rubber ring joints for drain laid in trenches /under floor complete all as specified and as directed by Engineer-in- charge.
80
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Supply & fixing uPVC bends (any radius) grade 'B' (Sch-40) suitable for 110mm bore pipe complete all as specified and as directed by Engineer-in- charge.
50
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Supply & fixing in replacement vitreous china wash basin (WHB), white, flat back of size 550mm x 400mm, including 32mm chromium plated waste coupling and PVC waste pipe including bracket and cutting for and pinning in end of bracket or erecting with long screwed shanks & fly-nuts, flange end bedded in red lead cement complete all as specified and as directed by Engineer-in-Charge.
15
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Supply and fixing in replacement 600mm x 450mm size bevelled edge mirror of selected quality 5 to 6mm thick glass mounted on PVC sheet including fancy type PVC decorative beading and shall be fixed at wall with CP studs, complete all as specified and directed by Engineer-in-Charge.
40
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Supply & fixing in replacement rotational moulded polyethylene water storage tank white colour of capacity 500 litres (cylindrical vertical, triple layered with closed top), hoisted and fixed in position including making inlet and out let connection including dismantling/taking down old water storage tanks of any description and capicity with float valve and gate valve complete all as specified and as directed by Engineer-in-charge.
5
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Supply & fixing in replacement rotational moulded polyethylene water storage tank white colour of capacity 1000 litres (cylindrical vertical, triple layered with closed top), hoisted and fixed in position including making inlet and out let connection including dismantling/taking down old water storage tanks of any description and capicity with float valve and gate valve complete all as specified and as directed by Engineer-in-charge.
10
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Dismantling/taking up or down CI soil waste and vent pipe 75/100mm dia of any description from wall and taking out from trenches including all fittings (bend, trap, cowl, branch piece, reducer etc) and removing from the site complete all as directed by Engr-in-Charge.
25
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Supply and fixing 100mm bore cast iron soil waste and vent pipe (spun pipe, confirming to IS 3989) in any length with or without ears, laid in trenches or under floor including all joints filled with lead complete all as specified and as directed by Engineer-in- charge. Note:- (i) Cost of material for run lead joints shall be included in the quoted rates nothing shall be paid extra on this account (ii) Excavation and earthwork shall be measured and paid separately under respective item of Sch.
10
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Supply and fixing 75mm bore cast iron soil waste and vent pipe (spun pipe, confirming to IS 3989) in any length with or without ears, laid in trenches or under floor including all joints filled with lead complete all as specified and as directed by Engineer-in- charge. Note:- (i) Cost of material for run lead joints shall be included in the quoted rates nothing shall be paid extra on this account (ii) Excavation and earthwork shall be measured and paid separately under respective item of Sch.
18
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Supply and fixing 75mm dia of long neck cast iron (spun) floor trap with CP grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) using 20mm graded stone aggregate complete all as specified and as directed by Engineer-in- charge.
5
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Supply & fixing 100mm bore cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and as directed by Engineer-in- charge.
2
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Supply & fixing 75mm bore cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and as directed by Engineer-in- charge.
2
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Supply & fixing 75mm bore CI branch pieces single (equal or unequal), ordinary or inverted (Spigot or socket type) complete all as specified and as directed by Engineer-in- charge.
4
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Hacking out old broken glass (any thickness, size, quality or description) from wooden/metal frame including punching or drilling out old glazing pins/spring clips complete all as specified & directed by Engineer-in- charge.
100
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Supply & fixing 4mm thick sheet glass ordinary quality in squares / retangular not exceeding 0.5sqm in each pane and fixed in any type of doors/windows/ventilators including fixing as required or as directed including cutting of glass as per site requirement complete all as specified & directed by Engineer-in- charge.
80
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Supply & fixing, 4mm thick figured glass pin head type in squares / retangular not exceeding 0.5sqm in each pane and fixed in any type of wondows/ventilators including fixing as required or as directed including cutting of glass as per site requirement complete all as specified & directed by Engineer-in- charge.
20
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Material and labour for Securing glass of any description in existing metal frames glazed with putty/ beads including removing loose or decayed putty/beads, painting/oiling one coat on rebates, grooves, reputtying and painting/oiling puttied surface to match existing work complete all as specified & directed by Engineer-in- charge.
200
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Supply & fixing in repair Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tack or stainless steel wire staples complete all as specified & directed by Engineer-in- charge
5
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Taking down shutters only of any description area exceeding 1.0 sqm and not exceeding 2.0 sqm each, removing from site and deposited at MES AGE store yard complete all as specified and as directed by Engineer-in- charge.
50
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Taking down chowkhats or frames only area exceeding 1.40 sqm but not exceeding 4 Sqm each including cutting holes for removal of old rusted hold fast and prepare the surface for new hold fast, removing from site and deposited at MES AGE store yard complete all as specified and as directed by Engineer-in- charge.
40
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Supply & fixing factory made plain framed panelled shutter 35mm thick made out of 2nd class hard wood with lock rail and panel (two panels) inserts of 9mm BWP ply commercial veneering on both faces. The size of rails and styles as per IS-1003 (Part-I), kiln seasoned and chemically pressure treated complete all as specified and as directed by Engineer-in- charge.
105
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Supply and fixing factory made pressed steel frames of size 125 x 60mm (thickness of sheet shall be 1.25mm) for doors with one or more rebates including necessary lugs and lock strike plate, etc. complete all as specified and as directed by Engineer-in- charge.
20
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Material and labour for PCC (1:2:4) type B-0, using 12.5 mm graded aggregated as in back filling of pressed steel door frame/chowkhat and bed block for fixing of hold fast complete all as specified and as directed by Engineer-in-Charge
0.2
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Supply and fixing 75mm long stainless steel butt hinges heavy duty type B-21 including steel screws for fixing complete all as specified and as directed by Engineer-in-charge.
100
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Supply and fixing 100mm long butt hinge, medium weight cold rolled mild steel including steel screws for fixing complete all as specified and as directed by Engineer-in-charge.
220
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Supply & fixing aluminium anodised sliding door bolts 250mm long, with hasp and staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and as directed by Engineer-in- charge.
40
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Supply and fixing aluminium anodised barrel tower bolt of extruded section, 200mm long fixed with and including steel screws complete all as specified and as directed by Engineer-in-charge.
80
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Supply and fixing aluminium anodised barrel tower bolt of extruded section, 150mm long fixed with and including steel screws complete all as specified and as directed by Engineer-in-charge.
96
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-
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Supply and fixing Extruded aluminium alloy handles, fabricated type, anodised, 150mm long fixed with and including steel screws complete all as specified and as directed by Engineer-in-charge.
96
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Supply and fixing Extruded aluminium alloy handles, fabricated type, 125mm long fixed with and including steel screws complete all as specified and as directed by Engineer-in-charge.
80
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-
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Supply & fixing Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, Overall length of cover plate 150mm, complete all as specified and directed by Engineer-in-Charge.
30
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Supply and fixing solid PVC door frame of size 50mm x 47mm made out 5mm thick plain clour PVC sheet reinforced with MS square tube including painting of edges to match with sheet, all as specified & shown in relevant drawing of item No. 8095 in MES Schedule SSR-2010 (Part-II), fixed in opening complete all as specified and as directed by Engineer-in-Charge.
150
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Supply and fixing factory made solid core PVC door shutter 30mm thick (stiles) consisting of frame made out of MS tubes of 19mm gauge thickness and size of 19mmx19mm for stiles and for top and bottom rails 15mmx15mm. MS frame shall have a coat of red oxide primer of approved make and shall be covered with heat moulded plain colour PVC sheet, 'C' channel of size 30x50mm forming stiles and 5mm thick wide PVC sheet strip of 20mm width stuck inside with solvent cement for stiles, and plain colour PVC sheets for top rail, lock rail & bottom rail on either side and 10mm (5x2mm) thick, 20mm thick PVC sheet to be fitted in MS frame welded/ sealed to the stiles and rails with 30mm wide x 5mm thick PVC sheet beading on either side and joined together with solvent cement adhesive and an additional 5mm thick PVC strips of 20mm width is to be stuck on interior side of C channel using PVC solvent adhesive as per manufacturer's instructions, door to be fixed to frame with and including 3 Nos MS powder coated butt hinges of size 100mm long x 25mm wide and 2mm thick and fixing with 32mm long steel screws drilled suitable to pass through both the walls of the MS tube complete all as specified in SSR-2009 (Part-I, specifications) & shown in relevant drawing of item No. 8080 in SSR-2010 (Part-II, rates). The width of stiles & rails will be in proportion to the width of the door shutter as specified in SSR-2010 (Part-II). complete all as specified and as directed by Engineer-in-Charge.
60
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Supply, fabrication and fixing aluminium door made out of aluminium extruded section with door frame section 101.60 x 44.45x2.00 mm size and door shutter (single /double leaf) frame section top rail section 83.50 x 44.45x2.00 mm, middle rail section 123.x44.45x2.00 mm, bottom rail section 101.60 x44.45x2.0 mm, side rail/style section 83.50x44.45x1.50 mm with and including 5 mm thick tinted glass on top half portion and 9mm thick prelaminated particle board exterior grade on bottom half portion incl rubber gasket, aluminium beading, glazing clips, and all other reqd fittings as per standard Engineering practice complete all as specified and as directed by Engr-in-Charge.
(NOTE : Handle, Tower bolt, Double action floor spring hydraulically and lock shall be measured and paid for separately under appropriate item of this schedule.
15
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Supply and fixing Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass complete all as specified and as directed by Engr-in-Charge.
8
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Supply and fixing 6 lever mortise lock with duplicate keys suitable for aluminium door complete all as specified and as directed by Engr-in-Charge.
8
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Taking down aluminium shutter of any description size exceeding 1Sqm but not exceeding 2Sqm each and refixing the same in same opening after necessary easing, minor repairs, adjustment /alignment, replacement of broken beading and rubber packing, tigtening of screws, adjustment of hinges, adjustment of fittings like handle/tower bolt etc (glass if required for taking out, same shall be refix as per original, if any damage during repair same shall be replaced by contractor without any extra cost to department) including replacement old screws with new as required complete all as specified and as directed by Engineer-in- charge.
20
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Supply & fixing factory made steel window box type using ERW hollow 'P' section and double angle frame, with side hung shutters (glazed shutter and fly proof shutter) complete including grill of 8mm sq bar fixed horizontally @ 100 mm C/C and fittings like hinges, tower bolt, stop leg, handle, fixing of lugs in PCC etc. complete all as shown on drawing No BTD-903 Sheet No 1/2 and 2/2 or as directed by GE complete all as specified & directed. Note :- (i) The width and height as shown in drawing are tentative, however the same shall be adjusted as per actual opeining of window. GE will approved the variation in the size of window during execution at site. (ii) Glass, wire cloth and painting shall be measured and paid separately under respective item of Sch (iii) Provision of all other items as shown & specified in on drawings and Provision of cutting holes of suitable depth in wall for inserting lugs etc Including taking down existing window and making good dismantled portion with PCC (1:2:4) type B-0 using 12.5mm graded crushed stone aggregate and cement mortar (1:3) shall be deemed to be include in quoted rates.
20
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Supply & fixing Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed in steel window including fixing material complete all as specified & directed by Engineer-in- charge
2
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Material and labour for mild steel Framed work such as grills, ladder, cooler stand, cloth drying provision, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, frame work of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer-in- charge.
2000
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-
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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil and dressing and removing surplus soil from site complete all as specified and as directed by Engineer-in-Charge.
1300
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Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe/cable and laying new pipe/cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.
323
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-
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Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed.
35
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Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.
483
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-
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Material and labour for 100mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.
1300
-
-
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Supply and laying/fixing 60mm thick factory made chamfered edge cement concrete paver block/ interlocking tile of M-35 grade, prepolished & preglazed, with approved colour, design & pattern (laid in required colour & pattern as directed) as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed by Engineer-in-Charge.
1300
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Material and labour for taking out old paver block/ interlocking tile making surface leveled with extra fine sand as per requirement and refixing the same on compacted bed, compacting and proper embedding/ laying of inter locking paver blocks by using plate vibrator, including extra fine sand for filling under tile and for the filling in joints, finishing and sweeping extra sand complete all as specified and as directed by Engineer-in-Charge.
100
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Material and labour for Precast reinforced cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in slabs or cover slab for manhole in size as required including form work complete all as specified and as directed by Engineer - in - Charge.
(NOTE : Reinforcement shall be measured and paid for separately under appropriate item of BOQ.
1
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Supply & fixing chequered cement concrete tiles (with grey cement & no pigment) of size 20cm x 20cm, 25mm thick laid as in floor/path, set jointed and pointed in neat cement slurry, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and as directed by Engineer-in-Charge.
50
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Dismantling of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, in any description removing from the site and deposit where directed complete all as specified and as directed by Engineer-in-charge.
5
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Material and labour for brick work with sub class ‘B’ old size burnt clay 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 Engineer-in-charge.
38.58
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Material and labour for PCC (1:3:6), type C-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.
32.68
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Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.
11.76
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Brick work with bricks as specified in particular specifications, laid flat, as in sides of drain, bedded and jointed in cement mortar (1:6) and flush pointed in cement mortar (1:3), complete all as specified and as directed.
531.66
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Material & Labour for Brick work with well burnt clay, old size sub class 'B' bricks, laid on edge as in sides of drain, bedded and jointed in cement mortar (1:6) and flush pointed in cement mortar (1:3), complete all as specified and as directed.
128.8
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Material and labour for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. (inner girth only measured) complete all as specified and as directed by Engineer-in-charge.
480
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Material and labour for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in coping, mud stops, packing sides/around of interlocking tiles & similar work etc including weatherings, slightly rounded or chamfered angles complete all as specified and as directed by Engineer-in-charge.
11.04
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Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint (1st quality) of approved tint/colour over a coat of red oxide primer with using paint brush complete all as specified and as directed by Engineer-in- charge.
20
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Material and labour for preparation of old painted steel surfaces of any description not otherwise described over 10cm width or girth by cleaning the dust and removing all loose particle with using sanded paper, clean cloths and dry paint brush & applying one coat of synthetic enamel paint (1st quality) of approved tint/colour to achieve glossing finish with using paint brush complete as specified and as directed by Engineer-in-Charge.
2800
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Material and labour for preparation of old painted steel surfaces of any description, not exceeding 10cm in width or girth by cleaning the dust and removing all loose particle with using sanded paper, clean cloths and dry paint brush and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge.
150
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-
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Material and labour for preparation of old painted wooden surfaces of any description not otherwise described over 10cm width or girth by cleaning the dust and removing all loose particle with using clean cloths and dry paint brush & applying one coat of synthetic enamel paint (1st quality) of approved tint/colour to achieve glossy finish with using paint brush complete as specified and as directed by Engineer-in-Charge.
2400
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Material and labour for preparation of old painted wooden surfaces of any description not otherwise described over 10cm width or girth by cleaning the dust and removing all loose particle with using clean cloths and dry paint brush & applying two coats of french polish complete as specified and as directed by Engineer-in-Charge.
250
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Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint as per approved tint/colour with using paint brush complete all as specified and as directed by Engineer-in-Charge.
100
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Material and labour for Preparation of old decorated surfaces (plastered/unplastered) of walls/pillars /cornices by remove all smoke soot, moulds, moss & efflorescent salts etc with using broom / steel patti / brush / sand papering or by any other mean and washing down with water including applying wall care putty where required for filling to depressions/nail holes/light cracks etc and to make surface even and smooth, and after preparing the surface smooth applying one coat of cement base paint with paint brush as per existing or as approved tint/colour complete all as specified and as directed by Engineer-in-Charge.
2000
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Material and labour for Preparation of old decorated surfaces (plastered / unplastered) of ceiling by remove all smoke soot, moulds, moss & efflorescent salts etc with using broom / steel patti / brush / sand papering or by any other mean including applying wall care putty where required for filling to depressions/nail holes/light cracks etc and to make surface even and smooth, and after preparing the surface smooth applying One coat of lime white wash with paint brush 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 and the whole solution shall be stirred thoroughly before use complete all as specified and as directed by Engineer-in-Charge.
17250
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Material and labour for Preparation of new/existing plastered surfaces as in 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 as directed by Engineer-in-Charge.
100
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Material and labour for Preparation of new plastered Internal wall surface by sand papering or by any other mean and after preparing the surfaces applying the following complete all as specified and as directed by Engineer-in-charge:-
(a) Applying ready made Wall putty 1.5 to 2.5mm thick in two layers on complete surface and smoothening the surfcae with sand papers / by Mechanical method (hand electric grinder) to make surface smooth and ready for receiving interior painting complete all as specified and directed. (b) Two coats of oil bound distemper (interior) of approved tint/shade (Company Depot Tinted) over a coat of chalk whitening primer by using airless sparay gun.
450
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Material and labour for Preparation of new plastered external surface by sand papering or by any other mean and after preparing the surfaces applying the following complete all as specified and as directed by Engineer-in-charge:-
(a) Applying ready made Wall putty 1.5 to 2.5mm thick in two layers on complete surface and smoothening the surfcae with sand papers / by Mechanical method (hand electric grinder) to make surface smooth and ready for receiving interior painting complete all as specified and directed. (b) Two coats of acrylic emulsion (exterior) of approved tint/shade (Company Depot Tinted) @ 12sq.m/litre/2 coats over a coat of primer (exterior) by using airless sparay gun.
600
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Material and labour for complete removal of existing treatment of any type/description from external/internal wall/ceiling surfaces, soffits/chajja/roof projection surfaces etc., by Mechanical sander/grinder machine having suction vaccum Bag (Smart periodical methodology), complete all as specified and as directed by Engineer-in- charge.
Notes : (i) The prepared surface after complete removal, the contractor will inform to the GE as well as to the Engineer-in-Charge for site inspection before applying further treatment. 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.
31493
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Material and labour for new plastered surfaces and prepared surface after complete removal, applying wall putty in internal/external walls/RCC surfaces/soffits of chajjas/roof projections/cantilevers/balcony/ceilings etc (thickness vary from 1.5 to 2.5 mm as required for desired smoothness and levelling of surfaces in two or more layers) by using ready made wall care putty including sand papering after filling the putty to make surface smooth and ready for receiving interior/exterior painting complete all as specified and directed.
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.
31493
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Material and labour for applying Two coats of acrylic emulsion (exterior) of approved tint/shade (Company Depot Tinted) @ 12sq.m/litre/2 coats over a coat of primer (exterior) by using airless sparay gun on external prepared surface after applying wall putty complete all as specified and as directed by Engineer-in-charge.
17029
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Material and labour for applying Two coats of oil bound distemper (interior) of approved tint/shade (Company Depot Tinted) over a coat of chalk whitening primer by using airless sparay gun on internal prepared surface after applying wall putty complete all as specified and as directed by Engineer-in-charge.
14464
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SPECIAL REPAIR E/M WORKS
-
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Taking down carefully existing copper/aluminium point wiring (light/fan/sockets/bell/power point) complete with all accessories such as switch socket with sheet, regulator, ceiling rose, lamp holder including rusted/broken concealed conduit, junction and sunken boxes etc and making good disturbed surface of walls/floors etc complete all as specified and as directed by Engineer-in-Charge.
Note:- All material obtain from taking down shall be deposited at MES AGE E/M store.
1325
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Taking down carefully existing sub main wiring three run/five run any size including rusted/broken concealed conduit, junction boxes etc and making good disturbed surface of walls/floors etc complete all as specified and as directed by Engineer-in-Charge.
Note:- All material obtain from taking down shall be deposited at MES AGE E/M store.
2900
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-
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Taking down DB TPN/SPN, sheet metal enclosure plug socket including fixture and fittings (MCCBs, MCBs any size ) and making good disturbed surface of walls complete all as specified and as directed by Engineer-in-Charge.
Note:- All material obtain from taking down shall be deposited at MES AGE E/M store.
30
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Disconnecting electric connection of ceiling fan and exhaust fan any type and size and taking down, dismantling blades complete all as specified and as directed by Engineer-in-charge. Note:- Ceiling fan with blades, canopy, down rod etc / exhaust fan with blades shall be deposited at MES AGE E/M store.
215
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-
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Disconnecting electric connection and taking down carefully serviceable LED tube light complete fitting any type and keep in safe custudy. After the building repair work or as directed refixing the same including electric connection with and including new 1 Sqmm, 2 core flexible copper conductor cable from ceiling rose to tube fitting including screw and PVC plug for fixing as required complete all as specified and as directed by Engineer-in-charge.
915
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Material and labour for concealed Point wiring for one light point/fan point /bell point controlled by one switch (using red, black and green colour wires as colour coding) complete with single core FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) i.e. three run 2.5 Sqmm (nominal cross section area) cable from DB to switch board as a incoming circcuit (phase, netural and earth wire) and 1.5sqmm (nominal cross section area) cable from switch board to ceiling rose for each outgoing connection for light point/fan point /bell point etc. along with 1.5sqmm (nominal cross section area) continues as earth wire. cables drawn through and including PVC conduit 20mm dia (medium duty, ISI marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction boxes etc., including Pressed steel powder coated sunken terminal box suitable for modular switch socket (Min 50mm deep and 1.6mm thick sheet, suitable size) concealed in wall, including inner and outer plates (cover plate white colour, any module as per requirements) suitable for fixing the modular switches/ socket / regulator etc, including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) including fixing of switch/socket/regulator etc complete all as specified and as directed. (switch, socket shall be measured and paid separately under appropriate item of BOQ as supply only but cost of labour for fixing the same shall deemed to be included in the unit rate. ).
Note:- (i) Where ever it is not feasible to cable drawn through existing PVC conduit in roof slab (for ceiling fan point only) due to blocked, casing caping in lieu of pipe shall be provided by contractor without any extra cost, cost for the same shall deemed to be included in the quoted unit rate.
1185
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Material and labour for making the connection to one socket out let 5 Amps point controlled by one switch (on same switch board i.e. as per above srl item No 143 ) complete all as specified and as directed by Engineer-in-charge. (switch, socket shall be measured and paid separately under appropriate item of BOQ as supply only but cost of labour for fixing the same shall deemed to be included in the unit rate).
40
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Material and labour for concealed Point wiring for one socket out let 5/6 Amps point controlled by one switch (on independant board) (using red, black and green colour wires as colour coding) complete with 2.5 Sqmm (nominal cross section area) single core FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC conduit 20mm dia (medium duty, ISI marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction boxes etc., including Pressed steel powder coated sunken terminal box suitable for modular switch socket (Min 50mm deep and 1.6mm thick sheet, suitable size ) concealed in wall, including inner and outer plates (cover plate) suitable for fixing the modular switche / socket, including provn of 2.5 Sqmm single core FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3), including fixing of switch, socket complete all as specified and as directed. (switch, socket shall be measured and paid separately under appropriate item of BOQ as supply only but cost of labour for fixing the same shall deemed to be included in the unit rate).
100
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Material and labour for concealed Point wiring for one socket out let 15/16 Amps point controlled by one switch/AC starter switch (on independant board) (using red, black and green colour wires as colour coding) complete with 4 Sqmm (nominal cross section area) single core FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC conduit 25mm dia (medium duty, ISI marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction boxes etc., including Pressed steel powder coated sunken terminal box suitable for modular switch socket (Min 50mm deep and 1.6mm thick sheet, suitable size ) concealed in wall, including inner and outer plates (cover plate) suitable for fixing the modular switches / socket/AC starter switch, including provn of 4 Sqmm single core FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3), including fixing of switch, socket complete all as specified and as directed. (switch, AC starter switch, socket shall be measured and paid separately under appropriate item of BOQ as supply only but cost of labour for fixing the same shall deemed to be included in the unit rate).
140
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Supply only modular switch 6Amps, piano flush type, single pole, one way (1 module) complete all as specified and as directed by Engineer-in-charge.
1325
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Supply only modular switch 16Amps, piano flush type, single pole, one way (1 module) complete all as specified and as directed by Engineer-in-charge.
140
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-
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Supply only modular Socket outlet multipurpose type 6 Amp, flush type (2 module) complete all as specified and as directed by Engineer-in-charge.
180
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Supply only modular Socket outlet multipurpose type 16 Amp, flush type (2 module) complete all as specified and as directed by Engineer-in-charge.
140
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Supply and fixing Ceiling Rose, polycarbonate, isolated body, surface bakelite 3 terminal, 240 volts, 5/6 Amp complete all as specified and as directed.
1185
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Supply and fixing (concealed in wall or as directed) single pole and neutral sheet metal enclosure with a two pin and earth plug and socket complete with one single pole MCB of capacity 20 Amps, 240 volts, AC supply complete all as specified and directed by Engineer-in-Charge.
15
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Supply and fixing (concealed flush to wall) factory made DB (made out of CRCA sheet not less than 1.2mm thick, fitted with DIN channel neutral link and 200 Amp rated bus bar) SPN, 8 Way 240V, suitable for mounting MCB/Isolator, conforming to IS-13032, DB shall be semi glosy finished with epoxy polyster based powder paint sprayed and backed at high temperature between powder paint process to ensure smooth finish and protection against corrosion atmosphere. The DB shall be double door type with hinged door with locking arrangement, the DBs shall be same make as MCBs, DB shall be provided with level marking indicating the incoming and outgoing circuits on always as specified. The DBs shall be of IP-43 protection class, complete all as specified and directed by Engineer-in-charge.
Note :- MCB’s shall be measured and paid separately under appropriate item of BOQ.
20
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Supply and fixing in (concealed flush to wall) factory made DB (made out of CRCA sheet not less than 1.2mm thick, fitted with DIN channel neutral link and 250 Amp rated bus bar) TPN, 4 Way, suitable for mounting Isolator/MCB, conforming to IS-13032, DB shall be semi glosy finished with epoxy polyster based powder paint sprayed and backed at high temperature between powder paint process to ensure smooth finish and protection against corrosion atmosphere. The DB shall be double door type with hinged door with locking arrangement, the DBs shall be same make as MCBs, DB shall be provided with level marking indicating the incoming and outgoing circuits on always as specified. The DBs shall be of IP-43 protection class, complete all as specified and directed by Engineer-in-charge.
Note :- MCB/ISOLATOR shall be measured and paid separately under appropriate item of BOQ.
10
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Supply and fixing MCB ‘C’ curve suitable for 240 volts AC supply, 06 to 32 Amps, SP with over load and short circuit protection and rupturing capacity not less than 10 KA, fixing in DB/panel complete all as specified and as directed by Engineer-in-charge
132
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Supply and fixing MCB ‘B’ 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, fixing in DB complete all as specified and as directed by Engineer-in-charge
20
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Supply and fixing MCB ‘B’ curve suitable for 230 volts AC supply, 40 Amp to 63 Amps, TPN with over load and short circuit protection and rupturing capacity not less than 10 KA, fixing in DB complete all as specified and as directed by Engineer-in-charge
10
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Material and labour for concealed sub main wiring (using colour coding such as red, black, white, green colour or as directed) with 4 Sqmm single core (03 run i.e 2 runs for main single phase and neutral, 01 run for continues as earth wire) FRLSH PVC insulated unsheathed multistrand copper conductor cable 1100 volt drawn through and including PVC conduit 25mm dia (medium quality ISI marked), for independent circuit including all fitting arrangement i.e. PVC clamp, rawl plug, screw, PVC junction box, tee, bend etc. and including cutting of chases in wall and making good disturbed surfaces of walls as per original complete all as specified and as directed.
Note :- Three runs of copper conductor cable and one run of PVC conduit including accessories shall be measured and paid as one unit (one RM length) for payment and extra length of cables required for connection to MCBs/DB shall not be measured and the cost for the same shall deemed to be included in the unit rate.
500
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Material and labour for concealed sub main wiring (using colour coding such as red, black, white, green colour or as directed) with 6 Sqmm single core (03 run i.e 2 runs for main single phase and neutral, 01 run for continues as earth wire) FRLSH PVC insulated unsheathed multistrand copper conductor cable 1100 volt drawn through and including PVC conduit 25mm dia (medium quality ISI marked), for independent circuit including all fitting arrangement i.e. PVC clamp, rawl plug, screw, PVC junction box, tee, bend etc. and including cutting of chases in wall and making good disturbed surfaces of walls as per original complete all as specified and as directed.
Note :- Three runs of copper conductor cable and one run of PVC conduit including accessories shall be measured and paid as one unit (one RM length) for payment and extra length of cables required for connection to MCBs/DB shall not be measured and the cost for the same shall deemed to be included in the unit rate.
2000
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Material and labour for concealed sub main wiring (using colour coding such as red, black, white, green colour or as directed) with 10 Sqmm single core (06 run i.e 4 runs for main 3 phase and neutral, 02 run for continues as earth wire) FRLSH PVC insulated unsheathed multistrand copper conductor cable 1100 volt drawn through and including PVC conduit 32mm dia (medium quality ISI marked), for independent circuit including all fitting arrangement i.e. PVC clamp, rawl plug, screw, PVC junction box, tee, bend etc. and including cutting of chases in wall and making good disturbed surfaces of walls as per original complete all as specified and as directed.
Note :- Six runs of copper conductor cable and one run of PVC conduit including accessories shall be measured and paid as one unit (one RM length) for payment and extra length of cables required for connection to MCBs/DB shall not be measured and the cost for the same shall deemed to be included in the unit rate.
400
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Supply and fixing LED light fitting 1 x 8/10 Watt, appx 2 feet long LED lighting fixture with extruded polycarbonate environment friendly, including electric connection with using 2 core flexible copper conductor cable 23/0.00076 from ceiling rose to light fitting, complete fitting with all accessories and following specifications, complete all as specified and directed by Engineer-in-Charge :- (a) Lumen system efficacy of luminaire should be minimum 100 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 5°C to Plus 45°C (d) Power factor : Minimum 0.95 (e) THD : Current THD Max10% and voltage THD max 5% (f) IP rating : IP-20. (g) CRCA pre coated housing with plastic end cap. (h) LED Driver of the same make as of the luminaire. (j) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (k) Surge protection minimum 2.5 kV. (l) CCT : Minimum 6000K (m) CRI : Minimum 80 (n) Rated life time : 50000 burning hrs @L70 (Average 10 to 12 hrs daily)
40
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Supply and fixing energy efficient LED security light fitting of 35W pressure die cast aluminium housing/body, heat resistant clear toughened glass, better optics for uniform distribution street luminaire, with driver, including electric connection with using 3 core flexible copper conductor cable 1.5 Sqmm, fixing the light fitting with new bracket made out of GI tubing light grade 25mm dia, 1.2 metre long bent to shape at 120 degree angle at half metre from bottom, including two Nos clamps made out of MS Flat iron size 25x3 mm with suitable nuts and bolts for fixing of bracket along wall including painting to bracket, MS clamp and nut bolts with two coats of aluminium paint over a coat of red oxide primer, complete fitting with all accessories and following specifications, including taking down old unserviceable light fitting any type complete all as specified and directed by Engineer-in-Charge :- (a) Lumen system efficacy of luminaire should be minimum 100 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 50°C (d) Power factor : Minimum 0.95 (e) THD : Max10%. (f) IP rating : IP66. (g) IK rating : Minimum IK07 (h) Built in potted LED Driver of the make as of the luminaire. (j) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (k) Surge protection 10 kV (inbuilt + extended) (l) CCT : 5700 K. (m) CRI : Minimum 70 (n) Lens - High Efficiency wide angle lens. (o) BIS Approved fixtures and driver (p) Rated life time : 50000 burning hrs @L70 (Average 10 to 12 hrs daily)
Make Bajaj Cat part No ENXT P30L WHCRPCSD or Techno commercial equivalent in make mentioned in Appx 'B'
15
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Supply and hanging /fixing ceiling fan 1200 mm sweep AC Supply (Input Voltage Range ; 120 to 280V), BLDC type, 5 star rated, BEE and ISI Marked super enamelled, copper winding of 'B' class insulation, single phase, 20W (± 10%), PF 0.90 (Min), air delivery of 220cum per minute (CMM),350 RPM (± 10%), Temperature rise 40 degree maximum, without remote but with and including capacitive regulator (five speed or as per manufacturers recommendation), 03 No blades, down rod including accessories, approved colour, total harmonic less than 10%, hanging in position including making connection with flexible cord three core twisted copper conductor of suitable size from ceiling rose to fan complete all as specified. Note :- (i) Serial Number of celing fan issued by Engr-In-Charge and GE Office name shall also be written on fan with red colour permanent marker and fixing of regulator on switch board, cost for the same shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account
150
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Supply and fixing ventilating Air fresher Fan of size 250mm sweep, single phase, 1200RPM, copper winding, made of sturdy Engineering plastic complete with louvers shutter, including provision of making suitable opening (if existing opening missmatch with new fan) as per fan and making good the disturbed surface, including electric connection with and including new 1 Sqmm, 2 core flexible copper conductor cable from ceiling rose to fan, complete all as specified and as directed by Engineer-in-charge. Make Havells Model Ventil Air DX 250mm or Techno commercial equivalent in make mentioned in Appx 'B'
65
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Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI earthing wire 4 mm dia by means of GI bolts/nuts/washers and protected by 15 mm bore GI medium grade pipe upto test point or upto main switch board, fixing with 02 Nos nuts and bolts. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) including taking out/dismantling old unserviceable earthing system and old material deposited at MES AGE store complete all as specified and as directed by Engineer-in-charge.
Note:- (i) 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. (ii) Protection pipe and GI earthing wire upto test point or upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.
20
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