Bhabha Atomic Research Centre Tender
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Bhabha Atomic Research Centre - BARC Tender
Civil And Construction
Building Construction
Eprocure
Opening Date7 Jan 2025
Closing Date29 Jan 2025
Tender Amount₹ 47,75,000
Costs
EMD
₹ 1,12,690Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Extension Block To Qa And Qc Lab At Uc1 Annex
Description
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Contact
Tender Id
2025_BARC_843219_1Tender No
BARC(V)/CES/QAQCExtn/168 Dated 06.01.2025Tender Authority
Bhabha Atomic Research Centre ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Note: The rate quoted for earthwork excavation by contractor is deemed to have included the following points (a) to (j)
a) removal of all kinds of vegetation, small shrubs, light/heavy jungle etc., trees upto girth of 30 cm when measured 1 metre above ground level alongwith roots, b) shoring, strutting, stepping, dressing, grading required for keeping the earth in position of sides of trenches with approved timber/steel accessories wherever necessary to prevent sides from falling including bailing or pumping out of water if necessary including removal of debris/unserviceable materials and excavated excess soil, if any. c) dewatering of both ground and surface water, including removal of slurry generated while excavation and keeping the area free from water, to be let out of the building area through proper pipes & channels if required by suitable pumps,
d) watering, ramming and thoroughly consolidate the bottom of all excavations & ground before the construction of foundation/footing/plinth beam, filling in basement or other work is commenced.
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e) the loose pockets shall be excavated and compacted after back filling as directed by Engineer-in-charge, as per detailed specification and conforming to safety rules during progress of the work. f) Contour levels to be taken jointly with the Engineer-in-charge and prior written approval be taken before starting any excavation/ filling at every 3 m grids for arriving at the actual quantity,
g) Backfilling will be done in layers of thickness as specified below.
h) Cost inclusive of necessary royalties, seigneiorage charges and other charges to supply all the required construction materials.
i) cost of items shall include all labour charges, hire charges of machinery, lubricants, fuels and tests etc.
j) Measurement/Payment will be restricted to PCC/drawing dimensions only.
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e) the loose pockets shall be excavated and compacted after back filling as directed by Engineer-in-charge, as per detailed specification and conforming to safety rules during progress of the work. f) Contour levels to be taken jointly with the Engineer-in-charge and prior written approval be taken before starting any excavation/ filling at every 3 m grids for arriving at the actual quantity,
g) Backfilling will be done in layers of thickness as specified below.
h) Cost inclusive of necessary royalties, seigneiorage charges and other charges to supply all the required construction materials.
i) cost of items shall include all labour charges, hire charges of machinery, lubricants, fuels and tests etc.
j) Measurement/Payment will be restricted to PCC/drawing dimensions only.
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Earth work excavation in following depths by mechanical means (Hydraulic excavator) / manual means in foundation, in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom of foundations etc. including shoring, strutting and dewatering and refilling around foundations and plinth with selected excavated earth in layers of not more than 250 mm thick, each layer well rammed and consolidated to achieve 95% of MDD including disposing the surplus earth within a distance of 200 m all complete all as per drawing, technical specifications , and as directed by Engineer-in-charge.
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From 0.00 m to 1.50 m below average GL with refilling of excavated earth in layers of not more than 250mm each layer
100
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From 1.50m to 3 m below average GL with refilling of excavated earth in layers of not more than 250mm each layer
40
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Filling of areas in and around buildings wherever specified with approved quality murrum/gravel brought from within the campus with all type of soils including boulders including excavation at source with hydraulic excavator at all levels, filling with same excavated soil including loading, transporting, unloading to embankment site with following lead, spreading in layers of 250mm each and compacting each layer with 3 tonne power capacity vibratory power roller to achive 95% proctor density, making suitable temporary approach road for the movement of excavator, tipper, dumper and other equipments, dewatering if required all as per drawings, specifications and as directed by the Engineer-in-charge.
55
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Supplying and injecting with approved quality chemical emulsion (Imidacloprid) at the rates and concentrations as per IS 6313 Part II for preconstructional anti termite treatment and creating a chemical barrier under and around the foundations, masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all associated works complete as per specification / IS 6313 and as directed by Engineer-in-charge. (only ground floor plinth area of the building will be measured for the payment in the following three stages). a) 20% after completion of the foundations/plinth beam. b) 50% after completion of the ground floor flooring. c) 30% after completion of all treatment works including ground floor doors & windows and around the building. Work to be executed by approved agency and specified guarantee for 10 (Ten) years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee.
110
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Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 river Coarse river sand/ crushed stone sand, 6 graded stone aggregate of maximum size 20 mm) at all elevations including consolidation, finishing curing etc. complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding the cost of form work shuttering, centering all as directed by Engineer-in-charge
40
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Providing and laying design mix reinforced cement concrete of M30 Grade by weigh batching using graded stone aggregate of 20mm max. size and coarse river sand/ crushed stone sand of approved quality including admixtures of approved Brand and quality, including handling & transportation, scaffolding, mechanical mixing, placing to required location by hoisting and / or pumping & mechanical vibration, consolidation, finishing, curing, hacking of concrete surfaces wherever required etc. complete at all levels in substructure/superstructure as per specifications & also including dewatering, if any, complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement. Note: 1) The minimum cement content shall be 390kg/Cum of concrete. Available BARC approved concrete mix design (Plain & RCC) can be adopted with the same material sources as indicated in the design mix report for concrete works. Trail mix may be performed at the site as directed by Engineer In Charge
2)Temperature raised due to heat of hydration shall be kept within limits in raft/mass concrete by keeping proper curing mechanism.
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Sub structure
40
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Super structure
15
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Extra for RCC Using Ready Mix Concrete from outside project area including transporting / pumping from approved batching plants
55
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Providing, centering, shuttering Form work using Film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, steel frame work/H-beams, steel proping, staging, supports etc and deshuttering the same after the specified time all as per drawings and technical specifications and as directed by the Engineer-in-Charge
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Sub structure
140
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Super structure
100
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Providing Reinforcement steel of all diameters for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting to all elevations, placing and keeping in positions, all leads, fixing, tieing with 1.2 mm dia annealed GI coated binding wire including all labour charges, cost of cover blocks (in same grade of concrete) of various thicknesses and sizes etc. all as per drawings and technical specifications and as directed by the Engineer-in-Charge. Using TMT Bars of specified Grades of all sizes. TMT bars to be supplied by the contractor of grade-Fe 500D / Fe- 500EQR.
Notes: 1) 1.2mm dia annealed GI coated binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 2) Fe-500D / Fe-500EQR bars as per IS to be supplied by the contractor
3) Reinforcement bars from conversion agents / re-rollers of above manufacturers, will not be accepted. 4) No extra payment will be made on account of Rolling Margin & wastage.
5) Contractor shall supply copy of the documentry evidence of purchase of steel, test certificate from these manufacturers at no extra cost.
3500
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Providing Structural steel work using angles, channels, joists and other sections, welded and/ or bolted in builtup sections for trusses, structural steel floors, frameworks, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc.complete all as per specifications, drawings and as directed by the Engineer in charge
Notes:
1) Structural stell confirming to IS 2062 shall be supplied from their own plants rolled from virgin material to be procured. 2) Contractor shall supply copy of the documentry evidence of purchase of steel, test certificate from these manufacturers at no extra cost.
3) Welding weights shall not be measured for payment, the cost of which shall be deemed to have been included in the rates.
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Up to and including 300 mm joists, 350 mm channels and below sections. All test reports to be provided along with the supply of the material
3500
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Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc. at all heights including transporting, cutting, hoisting, aligning, fixing in position etc.and as directed by Engineer-in-Charge.
250
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Anchor bolts with minimum yield strength of grade 4.6 and required length as per approved drawings and the same shall be embedded in to existing columns including cost of non shrink GP2 grouting along with nuts, washer etc. as per drawing and all consumable.
50
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Providng and fixing in position collapsible steel shutters with vertical channels 20 x 10 x 2 mm and braced with flat iron diagonal 20 x 5 mm size, with top and bottom rail T-iron 40 x 40 x 6 mm, with 40 mm steel pulleys, complete with bolts nuts, locking arrangement, stoppers, handles including applying a priming coat of approved steel primer, complete as per IS: 10521 and as directed by EIC.
4
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General Notes for MASONRY WORK Items:
In the fly ash bricks the mix confirming to the strength mentioned in the respective items shall be got approved by the department. The mix shall consist of ordinary portland cement content of not less than 20% (preferably) of the mixture consisting of Fly ash, OPC and Gypsum or any variation in proportion of design mix shall be submitted to BARC for approval. The Anhydraous Gypsum, Fly Ash, Cement, Crusher dust and other materials shall confirm to the relevant IS codes. The Anhydrous Gypsum shall be procured from a reputed source approved by the department. Roller mixer shall be used for good homogeneous mixing.
a) Reinforcement will be measured & paid for separately under relevant item.
b) RCC band and formwork shall not be measured seperatly, however no deductions will be made in brickwork for the same.
c) No holes in brickwall will be allowed for scaffolding. Only double tubular steel scaffolding be allowed.
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Providing and constructing 100/150/200/230mm (or as directed) thick masonry at all elevations with quality Fly ash/ FAL-G bricks (confirming to IS 12894) having minimum crushing strength 60 Kgs/Sq.cm and water absorption of maximum 20%, in cement mortar 1:4 (1 cement : 4 river sand/ crushed stone sand) uniformly mixed in machine with 'non-shrinking compound' as per manufacturer’s instruction in specified courses of approved bond also providing horizonatal RCC band of 100/150/200mm x 100 mm (or as directed) at about 1.00 m c/c with 2 nos. 8 mm dia Tor bars and 6 mm dia links at 300 mm c/c in cement concrete (1:2:4), required formwork, complete including pointing, raking out joints, curing, cleaning, including independent double legged scaffolding, at all heights, depths and leads, dewatering area where required etc., all as per typical drawings, Technical specifications and as directed by the Engineer-in-charge.
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sub structure
10
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super structure
45
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Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured)
20
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Providing 15 mm thick plain internal plastering in cement mortar 1:4 (using river sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, using double steel tubular scaffolding, curing, prepartion of grooves in the masonry and concrete joints etc., complete all as per Technical specifications and as directed by Engineer-in-charge.
260
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Providing 20 mm thick External plastering in two coats under layer 12 mm thick with cement mortar 1:4 (using river sand) finished with a top layer 8 mm thick in cement mortar 1:3 (using river sand) admixtured with Water proofing admixture @ 2% by weight of cement used (in both layers) and as per manufacturer's specifications, sieving of sand to required fineness, using double tubular steel scaffolding, finishing, prepartion of grooves in the masonry and concrete joints, curing, etc. complete all as per Technical specifications as directed by Engineer-in-charge.
210
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Providing 'plaster drip course' in plastered surface or moulding to RCC Projections of up to 40 mm wide and 20 mm thick in cement mortar 1: 4 (using fine river sand) for RCC projections, chajjas etc. finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed by Engineer - in - charge.
40
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Providing and applying white cement based wall putty over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as per technical specifications as directed by Engineer-in-charge.
300
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Providing and applying painting on internal surfaces of walls in two coats on new work with premium acrylic emulsion paint to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
355
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Providing, painting and finishing walls with Premium Acrylic smooth exterior paint on sand face plaster / plain plaster & concrete surfaes with Silicone additives of required shade (Two coats, each applied @ minimum1.43 ltr / 10 sqm) over and above a base coat of water proofing cement paint to be applied @ minimum 2.20 kg / 10 sqm including preparation of the surfaces, including erection of double tubular scafolding, complete all as per specifications as directed by Engineer-in-charge.
20
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Providing, applying 'RENOVO" synthetic plastering over existing Plastered / Concrete surface to the Thickness Specified by the manufacturer, to the pattern / design specified in the drawings or by the Engineer in charge, and top coat of Exterior emulsion Two Or More Coats of approved colour and shade, complete. as per specifications and as directed by the Project Engineer. (This work to be executed by the specialised approved agency)
220
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Providing and applying SINGLE COAT of premium acrylic emulsion over existing painted walls, of colour to the internal walls, including cleaning, preparing surfaces, filling the cracks using gypsum or approved crack filler, binder, cleaning and making the surface dust-free, cost of required scaffolding etc., complete all as per specifications and as directed by the Engineer-in-charge.
80
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Providing and painting two coats on steel surfaces with epoxy based Polyurethene paint to give an even shade over a coat of PU based primer (total three coats) including preparation of the surfaces, scaffolding complete all as per technical specifications and as directed by Engineer-in-charge.
150
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Providing and Fixing in position Suspended false ceiling system using 600x600 mm Aerated Calcium Silicate Ceiling tiles (plain/ cosmos/spinton model) Tiles having 15mm Densified edges and 100% Humidity resistance, Incombustible as per BS476 part IV with Thermal conductivity of 0.043W/mKC and approved surface Design and with approved edge Profile placed in a suspended Grid of silhoutte reveal grid system of Aerolite or equivalent with 15 mm wide flanges incorporating a3 m central recess.The main runner and cross tees shall have mitered ends and birdsmouth notches to provide mitered crucifor junction.The main runners and cross tees shall be made of Hot-dipped G.I. steel sections having an exposed surface capping of Pre-finished baked polyester painted coil where in the main tee of size 15mmx41mmx0.33mm (Min.) shall be suspended at 1200 mm centres securely fixed to the structural soffit by approved hangers at 1200 max.centres and not more than 150 mm from spliced joints. The last hanger at the end of each Runner should not be greater than 600 mm from adjacent wall. last along the length of ceiling with4mm dia G.I. wire with necessary level adjusters and cross tees of size 15x41x0.33mmx1200mm shall be inserted in to slots between the main Tees at 600mm centres and thereafter in direction vertical to the longer TEEs, cross Tees of size 15x41x0.33mmx600mm shall be inserted to form a grid size of 600x600mm resting on the periphery wall on wall angles ofsize 22x22x3000x0.40mm thickness.
55
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Providing and fixing in position suspended seamless false ceiling system using 12.50 mm thick moisture resistant plain gypsum board suspended ceiling, which includes Gypsteel ULTRA™CRP/equivalent surface ribbed perimeter channels (having one flange of 20 mm and another flange of 30 mm and a web of 27 mm) along the perimeter of ceiling, screw fixed to brick wall/partition with the help of nylon sleeves and screws, at 610 mm centres. Then suspending Gypsteel ULTRA™ CRP surface ribbed intermediate channels of size 45 mm (with two flanges of 15 mm each) from the soffit at 1220 mm centres with Gypsteel ULTRA™ CRP surface ribbed ceiling angle of width 25 mm x 10 mm fixed to soffit with GI cleat and steel expansion fasteners Gypsteel ULTRA™ CRP/equivalent surface ribbed Ceiling section of having web of 51.5 mm and two flanges of 26 mm each with lips of 10.5 mm are then fixed to the Gypsteel ULTRA™/equivalent intermediate channel with the help of connecting clip and in direction perpendicular to the Gypsteel intermediate™ channel at 457.5 mm centres. Single layer of 12.5 mm tapered edge Gyproc®MR/equivalent(conformingtoBS1230part1) is then screw fixed to ceiling section with 25 mm dry wall screws at 230 mm centres. Screw fixing is done mechanically either with screw driver or drilling machine with suitable attachment. Finally square and tapered edges of the boards are to be jointed and finished so as to have a flush look which includes filling and finishing with jointing compound, joint paper tape and two coats of dry wall top coat Note: Only Gypsum False Ceiling area will be Measured for the Purpose of Payment).
10
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Providing and fixing precoated Galvalume Roofing profile sheets of approved size, shape and pitch up to and including single length of 12.00 m. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as directed by the Engineer-incharge - Galvalume sheet roofing 0.50 mm Thickness in Single sheet (Roofing & cladding)
120
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Providing and fixing precoated Galvalume roofing accessories using selfdrilling/selftapping screwsor with polymer coated J or L hooks, bolts and nuts and or G.I.seam bolts and nuts, G.I. plain and bitumen washers complete. Roofing accessories of Galvalume sheet upto 600 mm total width for ridges, gutters, aprons, and flashings.
40
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Providing and laying (IPS Flooring) cement concrete flooring with M30 grade concrete, using crushed sand 50 mm thick finished smooth to the required level, finishing with a floating coat of neat cement including cement slurry, curing, cleaning the surface neatly at the time of handing over the area complete as per specifications and drawings as directed by the Engineer in charge.
25
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Making of 5 mm*10 mm size grooves in the Hardonite flooring /VDF/IPS/in RCC using machine having diamond cutting wheels and filling the groove using Fosroc Colpar 200, as per the manufacturer specifications. The cost includes all charges for the labour, machinery, materials, tools for cleaning, primer before application of sealant, lapping tape, sealant, water & electricity etc. complete as directed by the Engineer-in -charge.
10
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Providing and laying Self levelling Epoxy flooring , including preparation of the surface, primer coat,screeding & levelling coat and finishing coat with Polyurethene coat of approved colour and shade as per manufacturers specifications complete as directed at site by the Engineer-in-charge (This Job to be carried out through a specialized approved agency) -3 mm thickness
140
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Providing and fixing (Satin/Satin Matt finish/glossy) VITRIFIED tiles not less than 600mmx600mmx 8mm thick for flooring /skirting/dado conforming to IS 15622 of approved colour and shade laid over a bed of minimum 20mm thick bed of cement mortar 1:4 (using coarse river sand/ crushed stone sand) a total thick ness of 30mm including thickness of tile. Cost including hacking, cleaning and preparing the surface for bedding, spreading neat cement slurry prior to bedding, fully buttering cement paste on back, fixing to required line, level, including chasing the walls to obtain the desired projection for fixing of skirting tile, provided spacer in the joints while laying, joints to be cleaned and grouted with matching colour of approved quality cement based Tile Grout , curing, cleaning, etc. complete as per patterns, drawings and as per Technical specifications and as directed by Engineer-in-charge.
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Floor
40
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skirting / dado
50
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Supplying & fixing 450 mm Length H type handle of 32mm dia; CTC 350mm, stainless steel 304/316 grade Satin finish as directed by the Engineer In Charge
5
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Providing and fixing approved quality Stain less steel body roller wheels for sliding shutters of windows etc. complete all as per specification and as directed by Engineer.
16
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Providing and fixing Locks for aluminium sliding window shutters (Over all size of 204mm x 23mm) or approved quality, type etc. complete all as per specifications and as directed by Engineer-in-charge.
16
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Providing and fixing with clear float glass panes of 5mm thick glazing in aluminium doors, window, ventilator shutters and partitions etc complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading, PVC / Neoprene gasket etc shall be paid in basic item) Note: Glass shall be measured as per inner dimensions of the aluminium frame sections to which the glass is fixed.
45
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Providing and fixing Stainless Steel 304 fly proof mesh 16x24 (16 mesh and 24 gauge) of square weave as per specification and as directed by Engineer-In-Charge.
13
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Providing and fixing Colour anodized (of 20 micron thikness) aluminium work for doors (including sliding doors), windows, ventilators, Alu Louvers and partitions etc. with extruded built up standard tubular sections / Z Sections and other sections confirming to IS 733 and IS 1285 fixed with rawl plugs and stainless steel screws or with fixing clips or with stainless steel expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically where ever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and as per direction of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required. (Weight of the Aluminium sections shall not be less than Specified in the drawings). The work shall be carried out complete as per approved shop drawing and the relavent portion of specifications and as directed by Engineer-in-charge.
550
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Notes :
1) Only anodized aluminium sections, aluminum beading, aluminium sheets & aluminium handles used will be measured for payment. The rate quoted is deemed to have included the cost of all brass concealed tower bolts, screws, gasket, weather strips, PVC lining, etc. and no seperate measurement / payment will be made for the same.
2) Glass, particle boards, aluminium grills, brass mesh, louvers, etc. will be measured & paid separately under relevant items.
3) All fittings shall be of matching colour anodised of aluminium sections. 4) A long M.S. Rod at both ends to be provided in all aluminium shutters in top & bottom horizontal members internally connecting vertical members and fixed with M.S. washers and nuts. No measurement and payment shall be made for this.
5) Aluminium Frames to be fixed with walls / columns with minimum 100 mm long Brass screws / Stainless steel screws and necessary hold fasts. For fixing of frames with RCC members, for Aluminium windows/louvers, doors having area of equal to 10 sq.m or above, Carbon steel zinc coated anchor fasteners shall be used. No measurement and payment shall be made for these items.
6) All aluminium frame and shutters Joints shall be of mitred joints with necessary cleats/ plates . 7) Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete up to 5 mm depth and 5 mm width.
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Providing, supplying and fixing bright Finished / Stainless steel Aldrop of size 300X 12 mm and design including C.P BRASS / SS screws and Bolting from rear side including required no of 'Kuntis' etc complete all as per specifications, drawings and as directed by Engineer-in-charge. (For hollow metal doors & fire doors indicated in the schedule elsewhere)
5
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Supplying and fixing Rolling shutters as per ISI standards made out of required size of MS lathes 18 gauge interlocked together throughout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M. S top cover of required thickness for rolling shutters
-
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Rolling shutters gear operated type with handles including top hood 0.90 mm thick
9
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Providing, laying and fixing in position thickness mentioned below, machine cut and machine polished (mirror polish) jet black Granite/ equivalent approved range and shade granite stone of approved colour and pattern in flooring/skirting/clading/ treads/ risers/ sills etc. at all location including necessary mortar bedding /backing close jointed and grouted with matching cement slurry and finished to line, level, etc, as required including cutting of stone slabs , wastage, making cutouts, required pattern in plain ,curved or any geometric shape, rounded/chamfered and design wherever required all as per the Engineer in charge.
5
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Dismantling of masonary works including disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge
4
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Providing and fixing 12 mm thick pre-laminated particle board flat pressed 3 layer or graded wood particle board conforming to IS 12823 Grade-I, Type - II in panelling fixed in aluminium doors, windows, shutters and partition frames with C.P Brass / Stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge Prelaminated particle board with decorative lamination on both sides
10
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Transporting and fixing fully flush type Hollow metal Steel door including frame and shutter at all levels. Rate shall include for supply and fix 3 mm thick base plates, all joints of frames with provision for anchor bolt fixing to wall / RCC surface, reinforcement pad for fixing of door closers, factory finish, provision for slots for mortise locks, for prepunched cut outs to receive hardwares and iron mongery, 3 mm thick hinge plates predrilled to receive hinges for screw mounted fixing all as per specifications as directed by Engineer-in-charge.
4
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Providng and fixing MS Grill with frame with M.S. flats, square or round bars etc including priming coat with approved steel primer, and to the pattern / design specified in the drawings or by the Engineer-in-charge, complete all as per specifications as directed by Engineer-in-charge.
350
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Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge
3
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Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion - single socketed pipes 110 mm diameter
15
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Providing and fixing Chlorinated PVC (CPVC) pipes having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Project Engineer
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15 mm outer dia CPVC pipe (External) / open
30
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Providing and fixing viterious China wash basin of approved colour with C.I. brackets, 15 m C.P. brass swan neck pillar tap of approved make,15 mm x 600mm long PVC Inlet connection, 32 mm heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge. White vitreous China wash basin size 630 x 450 mm and equivalent sizes with single 15 mm C.P. brass swan neck pillar tap
1
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Providing and fixing Heavy quality CP brass bottle trap 31/32 mm of single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal for wash basins/urinal etc. all as per specifications and directed by the Engineer-in-charge.
1
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Providing and fixing C.P brass Angle cock of heavy quality for wash basin inlet/flush cistern etc.as per specifications and as directed by the Engineer-in-charge 15 mm n.b CP brass Angle cock of approved make
1
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Providing and fixing Heavy Quality 15 mm C.P brass swan neck pillar cock as per specifications and as directed by the Engineer-in-charge.
1
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... More
Supply, installation, testing and commissioning of LED lighting fixture of lumen output 1600 lumen of efficacy of minimum 100 lumen/watt, surface mounted, CCT 6500K, dimension of 300mm x 300mm approx. copper lugs, crimpping of lugs for connecting of light fixtures, PVC connectors are included in quoted rate.
2
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LED lighting fixture of lumen output 4200 lumen of efficacy 100 lumen/watt, recess mounted, CCT 6500K, dimension of 600mm x 600mm. copper lugs, crimpping of lugs connecting of light fixtures, PVC connectors are included in quoted rate.
10
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Supply and installation of 40W LED, IP66, outdoor lighting fixture on wall/structure with suitable GI pipe for area lighting/security lighting. copper lugs, crimpping of lugs, PVC connectors are included in quoted rate.
3
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Supply, installation, testing and commissioning of 1200 mm sweep 3 blade ceiling Fan with hanging rod and cap. Installation of fan on metal purlin is included in scope of work. Necessary clamps/bolts for installation are included in the scope of work. Metal wire for safety of hanging of fan also in the scope. This has to be tied with fan base and fan hook box. Fan rod of appropriate length and cutout in false ceiling in scope of the work.
8
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Supply, installation, testing and commissioning of Fan step Regulator of 100 watt of 2 module
8
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Supply, installation, testing and commissioning of TPN DB(IP-43) of 6way (6+18) with acryllic door. DB should have a provision for per phase isolation. DB needs to be flush/surface mounted as per site requirement.
1
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Supply, installation, testing and commissioning of SPNDB(IP-43) of 12 way. DB needs to be flush/surface mounted as per site requirement.
1
-
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Supply, installation, testing and commissioning of 6 amp Single pole C type. MCBs to be installed in the distribution boards.
3
-
-
... More
Supply, installation, testing and commissioning of 10 amp Single pole C type MCB. MCBs to be installed in the distribution boards.
1
-
-
... More
Supply, installation, testing and commissioning of 16 amp Single pole C type. MCBs to be installed in the distribution boards.
12
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Supply, installation, testing and commissioning of 16 amp Single pole D type MCB. MCBs to be installed in the distribution boards.
3
-
-
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Supply, installation, testing and commissioning of 20 amp Single pole C type MCB. MCBs to be installed in the distribution boards.
1
-
-
... More
Supply, installation, testing and commissioning of 10 amp 4-Pole C type MCB. MCBs to be installed in the distribution boards.
3
-
-
... More
Supply, installation, testing and commissioning of 32 amp 4-Pole D type MCB. MCBs to be installed in the distribution boards.
1
-
-
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Supply, installation, testing and commissioning of 25 amp Double Pole RCCB of 30ma sensitivity. RCCBs to be installed in the distribution boards.
3
-
-
... More
Supply, installation, testing and commissioning of 4 pole-32A RCBO, of 30mA leakage current rating. RCBOs have to be installed in the SPN/TPN DBs as per site requirement.
6
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Supply, installation, testing and commissioning of 6/16 Amp universal socket
24
-
-
... More
Supply, installation, testing and commissioning of 6 Amp 1 modular Switch with indication light
14
-
-
... More
Supply, installation, testing and commissioning of 16 Amp 1 modular Switch with indication light
20
-
-
... More
Supply, installation, testing and commissioning of 16 Amp starter for controlling of AC points
4
-
-
... More
Supply and installation of 1 Module blanking cover plates
30
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Supply, installation, testing and commissioning of 2 module SURFACE MOUNT BOX with cover plate and frame.
2
-
-
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Supply, installation, testing and commissioning of 3 module cover plate and frame
8
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-
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Supply, installation, testing and commissioning of 6 module cover plate with frame
14
-
-
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Supply, installation, testing and commissioning of 8 module surface mount box with cover plate and frame
2
-
-
... More
2 modular weather proof flexo (with PVC membrane) switch box with 2 number of switches inside it
2
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-
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Supply, installation, testing and commissioning of plastic surface box of 4 Module with cover plate & frame, 1 no. 3 modular socket of 16A and 1 no. 16A switch with indicator. The boxes have to be installed on the brick wall/tiles on the wall. Necessary arrangement for installation is in the scope.
7
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Supply and installation of 2 Module metal flush box. The boxes need to be installed inside the brick wall as directed by the Engineer-in-charge
8
-
-
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Supply and installation of 3 Module metal flush box.The boxes need to be installed inside the brick wall as directed by the Engineer-in-charge
8
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-
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Supply and installation of 6 Module metal flush box. The boxes need to be installed inside the brick wall as directed by the Engineer-in-charge
14
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-
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Supply and installation of 8 Module metal flush box. The boxes need to be installed inside the brick wall as directed by the Engineer-in-charge.
2
-
-
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Point wiring of 2.5 sq mm wire with phase wire, neutral wire and earth wire in each point wiring circuit. Wiring in same flush box is not consided to be separate wiring point. The wiring to be terminated in sockets/DB/MCB with copper lugs. Termination inside sockets/DBs/MCBs is included in the scope.
200
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Point wiring of 4 sq mm wire with phase wire, neutral wire and earth wire in each point wiring circuit. Wiring in same flush box is not consided to be separate wirng point. Colour of the phase wire should be as per the phase(R/Y/B).The wiring to be terminated in sockets/DB/MCB with copper lugs. Termination inside sockets/DBs/MCBs is included in the scope.
220
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4C x 10sq mm 1.1 kv, xlpe extruded insulation, Aluminium cable, with FRLS sheath, round armoured. Cable to be installed in HDPE pipe/on wall/on floor as per site requirement.
150
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Cable Glanding and connection of 4 nos of Aluminum long barrel lugs for 4C x 10sq mm cable.
5
-
-
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Supply, installation,testing and commissioning of Cat-6 UTP cable. The cable shall be terminated in the existing jack panel/ information outlets. The cable has to be installed in PVC/MS conduits/HDPE pipe and properly sealed so that it is not exposed out of the conduit or pipe.
1500
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Supply, installation, testing and commissioning of 0.5mm annealed bare copper conductor, two pair with PVC insulated telephone cable.The cable has to be installed in PVC/MS conduits/HDPE pipe and properly sealed so that it is not exposed out of the conduit or pipe.
620
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-
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Supply and installation of RJ-45 Cat 6 computer socket module.
18
-
-
... More
Supply and installation of RJ-11 Telephone socket module
8
-
-
... More
Supply and Installation of HDPE pipe of diameter 75mm. Necessary cutouts to be made in the existing wall for installation is in the scope.
70
-
-
... More
Supply and installation of casing and caping of two inch width
80
-
-
... More
Supply and Installation of PVC conduit of 25mm diameter
140
-
-
... More
Supply and installation of 2MP IP motorized varifocal camera
8
-
-
... More
Supply and Installation of 25mm*6mm GI Flat for earthing. GI Flat must must be Hot-dip galvanized. It is to be installed on wall/beam/column/structure/equipment as per site conditions and to be connected to the earth pit with necessary bolting/welding. Cost of connecting accessories for installation/connecting to earthpit to be included in the scope. Cost of support insulators not to be included as it is a separate item.
180
-
-
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MS Rod earthing with 40mm dia MS rod (as per IS 3043). Cost of construction of brick chamber, earthpit coverplate and marking on earthpit coverplate with painting to be included in the scope.
3
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Supply and Installation of Support insulator on wall/beam/column/structure/floor as per site requirement, for installing GI earth flat strip.
100
-
-
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Metallic flexible pipe of 25 sq mm along with rolling flexible PVC rolling tape. The metallic flexible pipe to be connection to metallic junction boxes with metallic clamp. The cost of clamp is included in this quoted rate
140
-
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Supply and installation of High Mechanical strength (HMS) MS conduit of 25mm size with accessories of 50mm dia junction box (1/2/3/4), coupler, T joints, bends, etc as per site requirment. The conduit is to be installed on wall/beam/column/MS channel/inside the brick wall. Necessary clamps/saddles for installation are included in the scope. Chicken mesh needs to be installed when installed inside the brick wall. This thickness of conduit to be as per ISI standard.
200
-
-
... More
Supply, safe delivery, installation, testing and commissioning of 2 TON split Air conditioner of 5-star energy rating along with stabilizer and accessories required for complete installation. Necessary wall cutouts required is in the scope.
3
-
-
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