Bhabha Atomic Research Centre Tender
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Bhabha Atomic Research Centre - BARC Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Dec 2024
Closing Date24 Jan 2025
Tender Amount₹ 3,70,19,032
Costs
EMD
₹ 7,40,381Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BARC_840607_1Tender No
NRB/FRFCF/CIVIL/2024-2025/076Tender Authority
Bhabha Atomic Research Centre ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Electrical Technical Specification
BOQ Items
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All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
2700
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All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
1750
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All kinds of soil with depth exceeding 4.5m but not exceeding 6.0m below average Ground level and disposing surplus excavated earth up to a lead of 1KM
630
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All kinds of soil with depth exceeding 6m but not exceeding 7.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
720
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All kinds of soil with depth exceeding 7.5m but not exceeding 9.0m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
100
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All kinds of soil with depth exceeding 9.0m but not exceeding 10.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
100
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Earthwork excavation by mechanical mean (Hydraulic excavator) / manual means for foundation substructures, plinth beam, cess pits & trenches a kinds of foundation etc., in Soft rock for the following depth from average ground level up to the required line level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge..(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.)Note:Excavation scheme has to be submitted to department for approval to EIC before commencement of work.2.Excavation scheme has to be submitted to department for approval of EIC before commencement of work.
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All kinds of soft rock with detph exceeding 4.5m but not exceeding 6.0m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
630
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All kinds of soft rock with detph exceeding 6.0m but not exceeding 7.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
300
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All kinds of soft rock with detph exceeding 7.5m but not exceeding 9.0m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
300
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All kinds of soft rock with detph exceeding 9m but not exceeding 10.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
100
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All kinds of soft rock with detph exceeding 10.5m but not exceeding 12m below average Ground level and disposing surplus excavated earth up to a lead of 1Km
100
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Conducting static plate load test in backfill soil at founding level as directed by Engineer-in charge as per relevant Indian Standards (IS 1888) and specifications up to 100 t/sq.m or failure by reaction method using plate of size 600mm x 600mm x 25mm thickness. The rate shall include preparation of test surface all equipment, materials and preparation of test report in sextuplicate and one copy in CD and as directed by the Engineer-in-charge.
1
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Dewatering from trenches, sump, foundation structure using electrical submersible or suitable pump of required capacity with necessary arrangements to the nearest storm water drain or at places shown as directed by EIC including HDPE pipe, maintenance of the system, cost of spares, idling, labour for operation etc. Mode of measeurement will be power consumption in KWh. Note: This item will be operated dewatering of existing stagnated water / during abnormal bad weather, surface run off from outside scope of work only.
500
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Removal of slush from pit, trench, by mechanical means including required illumination, water supply, tools, temporary ramps, labour etc complete for providing concrete of footing, raft foundation at all levels below FGL and including disposing the same with a lead up to 1Km and lifting at all levels as directed by EIC.
625
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Supplying & placing Filcrete using cement crushed stone sand in proportion of 1:15 at temperature not exceeding 38 deg C for filling at all elevation inclusive of all labour, batching, mixing, transportation, material, compaction, pumping, curing etc all complete as per specification, drawing and as directed by the Engineer In-charge.Note: minimum PPC cement content shall be 100kg/cum.
100
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Construction of granular sub-base by providing coarse graded Material, spreading in uniform layers with motor grader on prepared surface, mixing in a mix place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respects as per clause 401 of MoRT&H specifications for road and bridge works (4th Revision) and as directed by the Engineer-in-charge.
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for Grading-I material
20
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Filling with selected excavated earth available at site up to a lead of 1KM, filling in layer of not more than 150mm thickness, each layer well rammed and consolidated by hand/earth rammer including excavation of dumped earth, hire charges of rammer, water consolidation, levelling to proper gradient, dressing the top surface to the required level, complying with specification and all as directed by the Engineer.
2000
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Providing and laying plain cement concrete M20 grade using 300 kg/cum of PPC, 20mm maximum size graded aggregates and washed washed crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. Dosage of PCE based admixture as per workability requirment at site conditions. Note : The same item shall also be executed for screed concrete in terrace. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility
2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.
190
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Providing and laying cast insitu controlled reinforced cement concrete of M40 grade with 300kg of PPC and 100kg of PSC (total cementitious content 400kg) per cu.m. of concrete at all levels and lifts mentioned below using 20mm maximum size hard granite machine washed crushed graded stone aggregates and washed crushed stone sand containing silt content (size less than 75 micron ) less than 10 % conforming to IS 383 including testings as per QAP, weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, 14 days moist curing and finishing smooth of all exposed faces complete for column footing, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item.Note: The rate is inclusive of cement grouting to be done wherever construction joints arises.
Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed around 0.45% in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility . 2. Test certificate of PPC (Portland Pozzolana Cement) conforming to IS 1489 Part-1 and PSC (Portland Slag Cement) conforming to IS 455 procured from dealer/company to be submitted for all cement related works by the Contractor. Cements shall be stored in separate silos at qualified batching plant. 3.The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.
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M40 Below floor finish level
365
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M40 Above floor finish level
35
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Providing and laying cast insitu controlled reinforced cement concrete of M30 grade with 380 kg of PPC per cu.m. of concrete at all levels and lifts mentioned below using 20mm maximum size hard granite machine washed washed crushed graded stone aggregates and washed washed crushed stone sand including testings as per QAP, weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, 14 days curing and finishing smooth of all exposed faces complete for column footing, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item.
Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility
2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.
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M30 Below floor finish level
45
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M30 Above floor finish level
50
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Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, slabs, etc, in controlled reinforced cement concrete of M30 grade using 20mm and below machine crushed graded stone aggregate including making perforations in precast slab as per drawing weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork, moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer.
Note: 1. The rate shall be quoted on the basis of using 380 Kg. of PPC Cement per cu.m. of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate specified in schedule F. 2. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture confirming to IS:9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility. 3. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
25
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Providing straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe550D grade steel conforming to IS:1786 and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks and binding wire complete all as per specification and as directed by Engineer-in-Charge at all lifts. Note: The rate shall be including the cost and testing of reinforcement steel at thrid party NABL lab. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Clause 11 of Section VIII, General Information for Guidance of Tenderers.
78
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Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels including strutting, propping, etc., with necessary bracings in all axes to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixture, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted.
2600
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Supplying and fixing shoring using MS plates, channels, I section,steel boards,support jockeys,tierods,pipes to retain the excavated earth up to a height of 5m until the completion of work all as directed by the EIC. Note:Excavation scheme has to be submitted to department for approval to EIC before commencement of work.
1200
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Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment's/pipe and sleeves/penetration etc. Using MS angles, channels, I-sections, plates, tees, flats, rounds, MS/CS pipes,square sections etc. including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / sythetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge.
Note: Lifting device arrangements if any required also arranged by the contractor at his own cost.
5.8
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Supplying, fabricating, installing, placing and securing in position steel grills for windows comprising of square bars / MS flats as per detailed drawing including cutting, bending to shape, welding painting with two coats of synthetic enamel paint of approved colour over one coat of primer complete all as per specification and drawings.
150
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Providing, fabricating and fixing hand rail using 304L grade Stainless Steel pipes, Square sections etc. of approved size and make and quality by cutting to required size, welding, mirror / mat polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, speciifications complete. A sample to be fabricated and to be got approved by the Engineer-in-charge before starting of work at site.This work to be exceuted through approved specialized agency.
200
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Supplying and fixing in position of heavy quality FRP handrail of 1m height of approved make all as per specifications and as directed by the Engineer-in-Charge.
170
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Supplying and fixing in position of heavy quality FRP ladder of approved make all as per specifications and as directed by the Engineer-in-Charge.
50
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Supplying and fixing in position of heavy quality FRP gratings of approved make all as per specifications and as directed by the Engineer-in-Charge.
20
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Providing and constructing 200mm thick precast concrete solid blocks masonry wall in cement mortar 1:5 with solid concrete blocks of size 400x200x200mm Grade C (5.0), manufactured as per IS : 2185 (Part-1): 2005 density not less than 2100Kg/cum. at all Elevation including cost of materials, labour charges, scaffolding, curing complete all as per specifications and as directed by the Engineer-in-charge.
300
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Providing and constructing 100mm thick precast concrete solid blocks masonry wall in cement mortar 1:4 with solid concrete blocks of size 400x200x200mm Grade C (5.0), manufactured as per IS : 2185 (Part-1): 2005 density not less than 2100Kg/cum. at all Elevation including cost of materials, labour charges, scaffolding, curing complete all as per specifications and as directed by the Engineer-in-charge.
20
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Providing plastering to the internal surfaces of brickwork / concrete at all elevations in cement mortar 1:5, 12mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
130
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Providing plastering in cement mortar 1:3, 20mm, thick at all elevations with 2% of water proofing compound or as per manufactures specification, 'lmpermo' or approved equivalent make including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, all as per specifications.
680
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Providing plastering to the external surfaces of brickwork / concrete at all elevations in cement mortar 1:5, 20mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
550
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Providing and laying 40mm thick Indian patent stone flooring and skirting with cement concrete 1:2:4, using 10mm and below size hard broken granite stone jelly including dividing strips, laying in panels, consolidating, curing, rubbing the surface smooth, cleaning the surface neatly at the time of handing over the area complete all as per specifications and as directed by the Engineer.
80
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Providing cement plaster skirting in cement mortar 1:3, 18mm thick finished with a floating coat of neat cement including curing, making uniform height, cleaning the surface neatly at the time of handing over the area all as per specifications and as directed by the Engineer.
5
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Providing F3 finish over concrete surface in cement mortar 1:1.5 (1 part cement : 1.5 part fine sand) including wetting the surface, labours, curing, all materials, scaffolding, at all elevations complete all as per specification and as directed by the Engineer-in-charge.
450
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Providing and applying painting Two coats at all levels with Interior grade Acrylic emulsion paint (approved brand, colour and manufacturer) confirming to IS 5411 Part I & II at all elevation to give an even shade including one under coat of suitable primer, applying putty, preparation of the surfaces, grinding, removing laitance, cement slurry, formoil, foreign matter etc., scaffolding, tools, tackles, equipment, materials, labour, etc.., all complete as per manufacturer specifications and as directed by the Engineer-in-charge.
Note: Rate includes filling all voids/pinholes in concrete by cement mortar touch up work / minor plastering.
200
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Providing and applying painting Two coats at all levels with Exterior grade Acrylic emulsion paint (approved brand, colour and manufacturer) confirming IS : 5411 Part I & II at all elevation to give an even shade including one under coat of suitable primer, applying putty, preparation of the surfaces grinding, removing laitance, cement slurry, formoil, foreign matter etc., scaffolding, tools, tackles, equipment, materials, labour etc.., all complete as per manufacturer specifications and as directed by the Engineer-in-charge.
Note: Rate includes filling all voids/pinholes in concrete by cement mortar touch up work / minor plastering.
600
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Providing and applying painting Two coats on wood work and other required internal surface at all levels with Synthetic enamel paint (Asian or approved brand, colour and manufacturer) to given an even shade including one under coat of suitable primer, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-charge.
10
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Providing and fixing pressed steel door frames with metal frame of size 125 X 65 mm conforming to IS: 4351, manufactured from galvanised steel sheet of minimum 1.20 mm thickness, including hinges, jamb, lock jamb, bead,pressed galvanised steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
15
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Providing and fixing ISI marked 35mm thick non-decorative type flush door shutters (single or double leaf and size as per requirement) conforming to IS: 2202, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering, phenol formaldlehyde synthetic resin bonded, hot pressed with internal Teak wood lipping of 25mm depth on all sides complete at all lifts and all as directed by the Engineer-in-charge.
5
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Providing and fixing 150 x 200mm vision panel in door shutter using 4mm thick glass with teakwood lipping of 20x10mm size alround complete all as directed by the Engineer-in-charge.
2
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Providing and fixing ISI marked (IS:205) aluminium butt hinges of size 125 x 75 x 4mm of approved make anodised (anodic coating not less than grade AC 10as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete all as per specification and as directed by the Engineer-in-charge.
6
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Providing and fixing Stainless steel (SS 304 Grade) adjustable friction windows stays of size 205 x 19mm of 'Geetavin/imex' or approved quality with necessary stainless steel screws to the side hung windows as per specifications and as directed by the Engineer-in-charge.
10
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Providing and fixing Single point Lock cum handle for Aluminium openable windows / Top Hung shutter as per cat No. SPL002 Right of GEETAVIN make or approved equivalent Quality and make complete all as per specifications.
5
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Providing and fixing anodised aluminium tower bolts of size 200 x 10mm (Barrel Type) ISI marked (IS: 204) of approved make (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. all as per specifications and as directed by the Engineer-in-charge.
4
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Providing and fixing Anodised Aluminium handles 125mm with 175 x 32mm including fitting with plate 175 x 32mm including fitting with necessary screws complete all as per specification and as directed by the Engineer-in-charge. Sample to be approved by the Engineer-in-charge.
4
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Providing and fixing IS: 3564 marked AI die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts "Everite Hardwyn" or approved equivalent make complete as per specification and as directed by the Engineer-in-charge.
2
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Providing and fixing 6 Lever Dead /Mortice Lock 'Godrej/Everite' or other approved equivalent make suitable for flush door with a pair of keys complete all as per specification and drawings.
2
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Providing and fixing Al hanging Heavy Quality floor door stopper ISI marked with Twin Rubber stoppers, anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to req. colour or shade with necessary screws etc. complete all as per specification and as directed by the Engineer-in -Charge. Sample to be approved by the Engineer-in-Charge.
2
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Providing and fixing Magnet catch for shutters with required sizes of screws for fixing complete all as per specification and as directed by the Engineer-in-charge. Sample to be approved by the Engineer-in-charge.
2
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Providing and fixing powder coated aluminium (Minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z Sections and other sections of approved make confirming to IS: 733 and IS: 1285 fixed with rawl plugs and screws or with fixing clips or with 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 wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required. (fittings, Glazing and panelling shall be paid for separately)
NOTE: 1) The rates for aluminium is inclusive of all fasteners required for fabrication and fixing in the walls. 2) All joints shall be of mittered joints. 3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for.
110
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Providing and fixing glazing with 6mm thick clear Float glass pane in aluminium doors, windows, ventilator shutters and partitions etc. with Neoprene gasket including cost of neoprene gasket complete as per the drawings and directions of the Engineer-in-charge.
9
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Providing and fixing PVC rain water downtake pipes conforming to IS: 13592 Type A and PVC SWR Fittings & specials confirming to IS: 14735, 'Finolex' or other approved equivalent make of pipes, fittings & specials including jointing with seal ring / with PVC solvent adhesive including fixing in walls/columns using clamps, anchor fasteners, bolts and teakwood packing pieces, joint testing etc complete all as per drawings, specifications and as directed by the Engineer-in-charge.
-
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PVC SWR Rain water pipe 110mm outer dia
20
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Providing and fixing 150mm dia, Cast Iron slotted gratings over the rain water down take pipes at roof including chipping and grouting, painting two coats of anticorrosive paint complete all as directed by the Engineer-in-charge.
2
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Providing and fixing chlorinated PVC (CPVC) pipes for External (open) Exposed on wall pipeline work 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 Engineer-in-charge.
-
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150mm outer dia CPVC pipe
15
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Providing and laying non pressure NP2 class RCC Hume pipes conforming to IS: 458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge.
-
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100mm dia NP2 class RCC Hume pipe
20
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300mm dia NP2 class RCC Hume pipe
20
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Hold up testing of covered/ Open pool liquid(12 number of tanks) retaining structure confirming to IS 3370 including all arrangements for filling of individual compartment separately to stages as per the filling rate at all level with potable water (To be supplied by the contractor), providing required temporary measures to close the pipe sleeve with suitable MS flanges, pumping system, testing for leak tightness of concrete, sealing, perform corrective measure to obtain nearly zero leak tightness, emptying the compartment and finishing the surface as per specification and as directed to the satisfaction of Engineer In charge. Note:1. The rate is inclusive of Pu grouting to be done wherever leakage in tanks found in hold up test..
2 : Repair procedure to be got approved before
taking up the work.
3: Payment will be made for each stage of holdup test
580
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Supplying and spreading approved graded gravel filling of size 6 to 40mm in sludge drying beds as directed by EIC.
4
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Supplying and spreading approved sand filling of size 0.5 to 0.75mm in sludge drying beds as directed by EIC.
4
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Supplying, providing and fixing approved Anchor fasteners / Cinch anchors of Carbon steel galvanised dash fastner (min 5 micron) of 10mm dia double threaded 6.8 grade counter sunk head screw comprising of polyamide PA 6 grade sleave size 10mm x 150mmat all places including drilling, scaffolding, materials, labours etc., for wall / floor all complete as per drawings, specifications and as directed by the EIC.
-
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10 mm dia
50
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Providing Core cutting in RCC slab / wall upto 1.0m deep at given location of different diameters and different lengths, with rotary drilling, either by pneumatic machines or by electrical machines, at all elevations / positions without disturbing adjacent structures etc., for horizontal and vertical surface all complete as per drawings, specifications and as directed by Engineer-in-charge. Rates to include all labour, tools, tackles, consumables, scaffolding & staging etc.
-
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Above 200mm & upto 300mm diameter
5
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Above 300mm & upto 450mm diameter
5
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Providing, supplying, laying, joining, fixing,testing and commissioning the following sizes of HDPE pipes in standard lengths confirming to IS 4984:1995 . pipes shall be heat joining, lowering them in to the excavated trenches and laying, fixing in position to proper grade and alignment all as per standard specifications including fittings like elbow, long bend , short bend, flange with collar, concentric reducer,equal tee etc., cutting the pipes to the required length, joining, cost of labour and other materials, tools and plants for laying and installing the pipe lines and testing the lines to the specials / fittings and joints.
-
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Material grade of PE 100, Pressure rating of PN 10, Nominal dia DN355 HDPE pipe
960
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355 HDPES flange with collar
4
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Phase Segregated 7 Segment DBs: Supply, erection in the RCC structure / Brick masonry walls / MS channel or angle / Embedded Parts (EPs), testing and commissioning of the following Three Phase (440 V, 50 Hz), 7 (Seven) segment Powder Coated Distribution Boards complying with IS: 8623 for the purpose of phase segregation and separation between incoming and outgoing, TPN DB with IP 42 double door metal enclosure, suitable for Horizontal Flush mounting (embedded in concrete / brick masonry wall) with the provision for FP/TPN MCB as incomer, DP RCCBs as sub incomers and SP MCBs as outgoings, complete with all accessories including wire set, cable termination box, dummy plates, bolts and nuts along with washers etc., and Excluding MCBs, RCCBs, as per the detailed specifications and as directed by the Engineer-In-Charge.
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4 way DB (To Suit 63/100/125 Amps 4P MCB as incomer, 40 Amps, 30 mA DP RCCB as sub incomer, 10/16/20 Amps SP MCB as outgoings)
2
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Supply and installation of 25 mm dia. sizes of heavy duty, circular, solid drawn, rigid steel, hot dip galvanized on both sides (i.e.., inside and out side) ERW conduits for Electrical (Lighting and Power wiring) complete with all accessories like solid long bends, elbows, couplers, reducers, spacers, saddles, clamps, check nuts, nipples, 1 way / 2 way / 3 way / 4 way of 25 mm / 32 mm dia. 75 mm deep circular way / junction boxes, dummy boxes, copper conductor, copper clips etc., embedded on RCC roof slabs, columns, beams, floors, walls, brick masonry including chasing and replastering etc., and other accessories required to complete the works satisfactorily as per detailed specifications and directed by the Engineer-In-Charge. The scope of work includes supply and running of bare annealed 14 SWG Copper conductor over the conduit, junction and other accessories with copper clips and 14 SWG GI fish / pull wire inside the conduits which are embedded in the RCC roof slab, columns, beams, walls, floors and brick masonry.
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25 mm Dia 1.8mm, wall thickness GI Heavy Duty ERW Conduits with 75mm deep junction boxes
130
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40 mm Dia 2mm, wall thickness Heavy Duty ERW Conduits with 50mm deep junction boxes from DB to Pull box
20
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Supply and installation of the following flush mounted, zinc passivated, modular metal boxes made out of 1.6 mm/1.8 mm MS sheet with neat finish and with standard dimensions suitable for fixing the standard sizes of front modular plates, complete with all accessories and accessories required for erecting the switch boxes in the RCC structure/Brick masonry walls/embedded parts with required number and suitable sizes of bolts and nuts along with the washers etc., as per the detailed specifications and as directed by the Engineer-In-Charge.
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150(W)X150(H)X80(D)mm, 1.6mm thick sheet Hot dip galvanised MS box
10
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400(W)X300(H)X200(D)mm, 1.8mm thick sheet Hot dip galvanised MS box
2
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Supply and installation of the following flush mounted, zinc passivated modular metal boxes made out of 1.2 MM MS sheet with neat finish and with standard dimensions suitable for fixing the standard sizes of front modular plates, complete with all accessories and accessories required for erecting the switch boxes in the RCC structure/Brick masonry walls/embedded parts with required number and suitable sizes of bolts and nuts along with the washers etc., as per the detailed specifications and as directed by the Engineer-In-Charge.
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1/2 Module SB
6
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3 Module SB
14
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Wall mounted/Suspended type luminaries:Supply, installation, testing, and commissioning of energy-efficient Wall mounted/Suspended type industrial LED luminaries with CCT of 6500K, variation in CCT within 7 steps, having a minimum CRI of 80, lumen output of minimum 4000, minimum lumen efficiency of 110 lm/w, ingress protection min of IP20, and impact resistance of min IK-05 having THD of less than 10% in pressure die-cast aluminum housing, etc., with a suitable current control driver circuit and complete with all accessories including mounting arrangements required to mount on wall /suspended from 5 meter ceiling with provision and connection for 2.5 sq. mm flexible copper conductor of PVC insulated FRLS wire, etc., as per specification and as per the instruction of EIC.
10
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Supply and fixing of the following front modular plates of various modules made out of engineering plastic of adequate thickness and with standard dimensions suitable for fixing in flush with the standard sizes of modular metal switch boxes for installing the standard modules of light/fan switches and power sockets, complete with all accessories as per the technical specifications.
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1M Front Plate
6
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3M Front Plate
14
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Supply, fixing, testing and commissioning of the following modular type switches, sockets, plug tops, fan regulators in the standard front modular plates per the technical specifications.
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1 No. 10 Amps 1 way SP switch
14
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1 No. 16 Amps 1 way SP switch
6
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1 No.6 Amps 3 pin shuttered socket with plug
8
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1 No.16 Amps 3 pin shuttered socket with plug
6
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Wiring for lighting
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Wiring point for lighting with 2 nos of 1.5sq.mm copper wires for Phase & neutral and 1 no of 2.5sqmm copper wire for earthing from DB to Control switch box (Avg. length - 12 Meters) as per the specification.
6
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Primary light point with 2 nos of 1.5sq.mm copper wires for Phase & neutral and 1 no of 2.5sqmm copper wire for earthing from control switch box to first Light point (Avg. length - 14 Meters) as per the specification.
6
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Secondary light point with 2 nos of 1.5sq.mm copper wires phase & neutral and 1 no of 2.5sqmm copper wire for earthing looped from Light point to Light point (Avg. length - 6 Meters) as per the specification.
4
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Wiring for power points
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Primary power points: 2 nos of 2.5 sq.mm copper wire for phase and neutral and 1 no of 2.5sqmm copper for earthing wire from MCB at DB to Control switch and Socket (Avg.length - 12Meters) as per the specification.
8
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Secondary power points: 2 nos of 2.5 sq.mm copper wire for phase and neutral and 1 no of 2.5sqmm copper wire for earthing from control switch and socket to control switch and socket (Avg. length - 6 Meters) as per the specification.
6
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Supply Installation testing and commissioning of the following MCB/RCCB/MCCB on Distribution Boards as per the detailed specification.
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6-32 Amps Single Pole MCB
24
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63Amps,Four pole MCB
2
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RCCB Double Pole 40A 30mA, TYPE AC
6
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