Indira Gandhi Centre For Atomic Research Tender
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Indira Gandhi Centre For Atomic Research - IGCAR Tender
Telecommunication Services
Eprocure
Opening Date27 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 1,67,22,000
Costs
EMD
₹ 3,34,440Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IGCAR_836775_1Bid Award Id
ViewTender No
CEG/IGC/2060/2024Tender Authority
Indira Gandhi Centre For Atomic Research ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Undertaking and form of tender
Forms A C D F G H for filling and uploading
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 upto a lead of 50 metres.
760
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Supplying and filling the selected earth from outside of DAE installation (with a lead of 28 kilometres), including excavation from borrow pits if any required, filling in layer of not more than 150mm thick, each layer well rammed and consolidated by mechanical roller including water consolidation etc., levelling, dressing the top surface to the required level, complying with standard specification and as directed by the Engineer-in-charge.
Note: Proper Trip sheet records shall be maintained for bringing the earth through DAE main gate with security stamp duly signed by Departmental Engineer.
210
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Filling with selected excavated earth available at site upto a lead of 200m, 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-in-charge.
880
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Supplying and injecting with approved quality chemical emulsion at the rate 1:29 ratio (1 part of chemical and 29 parts of water) and concentrations as per IS 6313-2001 Part II for preconstructional anti termite treatment and creating a chemical barrier under and alround the 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 of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all complete as per specification / IS 6313:2001 and direction of Engineer-in-charge. Only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by M/s Pest Control (India) or any other approved agency and specified guarantee for 6 years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee.
240
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (5th Revision or latest) and as directed by the Engineer-in-Charge.
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for Grading-II material
65
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Providing and placing in situ controlled cement concrete of grade & total minimum cementitious content as specified (cement + fly ash) for kg/Cu. M, using OPC conforming to IS 269-2015 or latest edition and with required fly ash conforming to IS 3812 Part -I / ASTM C-618 Class F. Fly ash should be blended at site such that fly ash content should not exceed 20 % by weight of total cementitious content using 20mm nominal size graded hard stone aggregate obtained from approved quarry mechanical mixing/Ready mix supply plant mixing, transporting/transporting by Transit Mixers, pumping using Concrete pumps/ placing with crane buckets etc., at all levels,lifts & all structural elements including centering and shuttering, dewatering wherever necessary, including compacting, finishing top suface to level, curing (For a period of at least 10 days), etc. complete as directed by the Engineer at levels for the items mentioned below. Coarse aggregate used should be hard granite machine crushed (with VSI technology only) graded stone aggregates with maximum size of aggregate not exceeding 20 mm size. Fine aggregate used shall be either natural river sand or crushed stone sand (with VSI technology only and shall be washed in water to remove finer particles, the micro fines particles of size less than 75 micron should be less than 7%) (Zone I /II) conforming to IS 383 – 2016. Note:- 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture conforming 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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M20 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 320kg/cum of concrete and minimum cement content of 256 Kg/cum of concrete at all levels as mentioned.
55
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Providing and laying cast insitu controlled reinforced cement concrete of specified grade & total minimum cementitious content as specified (cement+flyash) for kg/Cum, usng OPC conforming to IS 269-2015 or latest edition and wit required fly ash conforming to IS 3812 Part I/ASTM C-618 Class F.Flyash should be blended at site such that flyash content should not exceed 20% by weight of total cementitious content.Coarse aggregate should be hard granite machine crushed (with VSI technology only) graded stone aggregates with maximum size of aggregate not exceeding 20mm size. Fine aggregate used shall be either natural river sand or crushed (with VSI technology only and should be washed in water to remove finer articles, the micro fines of size less than 75 microns shall be less than 7%) (Zone I/II) conforming to IS 383-2016. The cost includes weigh batching, charges for mixing & cost of admixture, mechanical mixing/Ready mix supply plant mixing, transporting/transporting by transit mixers, pumping using concrete pumps/placing with crane buckets etc. at all lifts, vibrating, consolidating, curing(for a period oof atleast 10 days), providing construction/contraction/expansion joints,pour strips etc. and finishing smooth of all exposed faces complete for column footings, 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. 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 grade wiith total minimum cementitious content (cement+flyash not exceed 20% by weight of total cementitious content) 380kg/Cum of concrete as mentioned for the levels from bottom of foundation level upto the plinth level
145
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M30 grade wiith total minimum cementitious content (cement+flyash not exceed 20% by weight of total cementitious content) 380kg/Cum of concrete as mentioned for the levels from plinth level to all levels.
90
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Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500D grade steel conforming to IS:1786 'SAIL or VIZAG or approved equivalent make' 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 in cement mortar 1:2 and binding wire complete all as per specification and as directed by the Engineer-in-charge at all lifts.
The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Point 7 of Section VIII, General Information for Guidance of Tenderers.
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TMT bars of Fe500D grade as mentioned for the levels from bottom of foundaton level to finished floor level
19
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TMT bars of Fe500D grade as mentioned for the levels from finished floor level to all levels .
18
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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.
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Centering and shutteriing as mentoned above for the levels from bottom of foundation level to finished floor level
450
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Centering and shutteriing as mentoned above for the levels from finished floor level to all levels
600
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Providing and constructing with approved well cured flyash brick work in cement mortar 1:5, flyash bricks are made as per IS 12894 of latest edition (flyash + crushed sand stone + Lime + additive/cement with water proofing chemicals and Accelerators) (non modular) of class designation 5.0 in superstructure at all levels and lifts including scaffolding, raking out joints, continuous water curing for a minimum period of 14 days from the date of construction, complete as per specifications, drawings and as directed by the Engineer-in-Charge at levels ,lifts and floors mentioned below.
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for Basement and Ground Floor
110
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First floor
25
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Providing and constructing at all floors and lifts 115mm thick brick work in cement mortar 1:4 using crushed stone sand and using well burnt stock bricks including providing and placing in position 2 nos of 8mm dia rods at every 4th layer, scaffolding, curing, racking out the joint on both faces etc. complete all as per specification and as directed by the Engineer-in-Charge.
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for Basement and Ground Floor
48
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Providing plastering to the internal surfaces of brickwork/concrete at all elevations in cement mortar 1:5 using crushed stone sand, 12mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
625
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Providing plastering to the external surfaces of brickwork/concrete at all elevations in cement mortar 1:5 using crushed stone sand, 20mm thick in two coats including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
310
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Providing and applying painting Two coats at all levels with premium Plastic emulsion paint (Asian or Equivalent approved brand, colour and manufacturer) to give an even shade including one under coat of cement primer, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge.
670
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Providing and applying painting two coats on ceiling surface at all levels with white colour Cement paint (Snowcem or Equivalent approved brand, and manufacturer) to give an even shade including preparation of the surfaces, scaffolding, curing complete all as per specifications and as directed by the Engineer-in-Charge.
250
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Providing and applying on external surfaces Acrylic based textured paint (Renova or other approved equivalent brand and manufacturer) of approved colour, textured pattern, horizontal and vertical groove if required on plastered surfaces with two coats of external emulsion paint over under coat textured paint including preparation of the surfaces, scaffolding, cleaning the surfaces complete at all level and as directed by the Engineer-in-Charge. Note: The work should be executed by an approved agency. The rate shall be included of textured paint one coat and emulsion paint two coats.
290
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Heritage finishing of granules / flakes chosen by Engineer-in-charge at time of execution (Heritage granules / flakes is a textured surface coating material manufactured by Bakelite Hylam Limited) for external application over brickwork / concrete surface by the trained applicator in accordance with the manufacture instructions including plastering with cement mortar 1:5, 20mm thick in two coats and finishing with sand face smooth cement plaster including scaffolding, curing, forming grooves wherever required all as per specifications and drawing at all elevations etc. complete.
190
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Providing and applying white cement based wall putty (Birla wall care or approved equivalent) over concrete or plastered surface two or more coat to get uniform surface free from undulation including clearing complete all as directed by the Engineer-in-Charge.
650
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Providing and fixing 1st quality Digital ceramic glazed floor/wall tiles confirming to IS 15622 of approved make in approved size, shade and colour (as approved by Engineer-in-charge), free from cracks, fissures & flakes with straight edges & perfect corners fixed at right angles as per design and pattern required over a bed of 20mm thick bed of cement mortar 1:4 using crushed stone sand (in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 using crushed stone sand), including machine / hand cutting to required size and shape, pointed neatly with white cement mixed with coloring pigment to match colour of tile, properly finished in all respects, curing, cleaning the surface neatly at the time of handing over the area, all materials and labour complete.
Note: The sample tile shall be got approved by the Architect/Engineer before procurement.
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Anti skid ceramic tile in flooring (tile size 300x300mm and as approved by Architecture) fixing with 20mm thick bedding in cement mortar 1:4 using crushed stone sand.
25
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Digital Ceramic tiles In Dados and skirting (tile size 300x450mm and as approved by Architecture) laid over 12mm thick backing in cement mortar 1:3 using crushed stone sand.
85
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Providing cement plaster skirting in cement mortar 1:3 using crushed stone sand, 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-in-charge.
11
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Providing and Fixing Homogeneous PVC sheet, 2mm thick, conforming to IS:3462 latest edition in flooring and skirting (Polyfloor or approved equivalent make) in approved pattern, colour & shade on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer like Dunlop-S -758, or Fevicol SR 998, or approved equivalent including cleaning & preparation of surface, levelling small undulations with plaster of paris if required , rolling with light wooden roller weighing about 5 kg all complete all as per specification and as directed by the Engineer-in-Charge
Note: The sample tile shall be got approved by the Architect/Engineer before procurement.
150
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Providing and laying approved quality mirror polished Granite slabs for flooring & Skirting of required size & specified colour, pattern and free from cracks, fissures & flakes with straight edges & perfect corners laid at right angles as per pattern over a bedding of cement mortar 1:4 using crushed stone sand, 20mm thick (or backing of cement mortar 1:3 using crushed stone sand, 12mm thick as mentioned below) pointed neatly with white cement mixed with coloring pigment to match colour of slab and finished in all respects, including machine / hand cutting to required size and shape, moulding and polishing of exposed edges, fixing stone to level and plumb, anti-skid grooves for steps, curing, cleaning the surface neatly at the time of handing over the area, all materials and labour complete.
Note: The sample Granite slab shall be got approved by the Architect/Engineer before procurement.
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In flooring 18mm thick Granite slab fixing with 20mm thick bedding in cement mortar 1:4
55
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In ramp area, 18mm thick Granite slab with anti-skid grooves of required pattering & moulding and polishing of exposed edges, fixing with 20mm thick bedding in cement mortar 1:4. The granite slab shall be single length to match step length.
4
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Providing and laying cement based water proofing treatment with a course layer of broken bricks of various sizes to an average thickness of 100mm over a 20mm thick bed of cement mortar 1:5 using crushed stone sand mixed with water proofing compound, plastering the top layer 12mm thick in cement mortar 1:5 using crushed stone sand, mixed with waterproofing compound, finished smooth with thread marking at 300mm squares (South India water proofing or equivalent, ratio to cement shall as per manufacturer specification or 2% to be adopted) Note: Suitable guarantee for 10 years is to be provided for this work. This work has to be executed as per the specification and direction of the Engineer-in-charge.
260
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Providing and filling cement brick jelly concrete 1:2.5 using 20mm size broken brick jelly including compaction, curing, etc. complete in all floors depression for toilet sunken areas etc., complete.
3
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Providing F3 finish over concrete surfaces in cement mortar 1:1.5 using crushed stone sand (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.
660
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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 using crushed stone sand, 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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150mm dia NP2 class RCC Hume pipe
10
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300mm dia NP2 class RCC Hume pipe
12
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450mm dia NP2 class RCC Hume pipe
12
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Providing, fabricating and fixing hand rail using 304 grade Stainless Steel pipes, Square sections etc. of approved size and make and quality by cutting to required size, welding, mirror / matt polishing , fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications 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 executed through approved specialized agency.
160
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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.
450
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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, 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 / synthetic 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.
1.5
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Supplying, cutting to suitable size and shape and installation of 10 mm thick (ISO FR Resin reinforced with fibre glass- Woven Rovings- unidirectional rovings) Hot pressed SMC (Sheet Molded Compound) Chequered plate on the existing RCC trench, Electrically insulated, withstand dielectric strength as high as 12KV/mm and insulation property makes it absolutely free from electric shocks suitable for out door use, in accordance with UL 746C can withstand static loading upto 1500 kg /sq.m, Density 1.70 to 1.90 gram/cc, Tensile Strength 650 to 750 kg/Sq.cm, Flexural Strength 1250 to 1400 kg/Sq.cm of make "Devi Polymers Private Limited/ Sintex " or equivalent including tight fixing in trench slots, cutting out opening if required, all required accessories & providing and provision of handle if required and as specified by manufacturer and as per specification and instructed by Engineer-in-charge.
25
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Providing and laying 25mm thick Indian patent stone flooring and skirting with cement concrete 1:2:4, using 10mm and below size hard broken granite stone jelly and crushed stone sand 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-in-charge.
190
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Providing and fixing Access flooring system (Unitile USF 1000 HPL panels 600 x 600 x30 mm with ESRG under structures) with edge support rigid grid understructure system. Access floor system to be installed shall provide a maximum finished floor height of 300mm from the existing floor level. The system shall provide for suitable floor tiles, pedestals and stringers designed to withstand various static loads and rolling loads and where ever required necessary suitable cement slurry injectable mortar HIT RE500 is to be done as per the specialist requirement. The entire access floor system shall be made from steel cementitious infilled. Access floor tiles shall provide for adequate fire properties, acoustic barrier and air leakage resistance. The panel is then laminated with 1.5mm thick fire retardant floor grade Antistatic Laminate/ESD Laminate - PVC /Conductive/Dissipative PVC on a semi automated lamination line to ensure maximum bonding to the steel structure. The edges of the laminated are protected with conductive PVC trim 5mm wide on all sides. This edge trim is mechanically locked and sealed in place to avoid detachment. The rate shall be inclusive of wire manager & tile lifter etc. Note: The vendor has to inspect the site and assess the exact height of false flooring which should include floor finish.
55
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Supplying and fixing in position single leaf/double leaves of following thick non decorative type factory made Wood Polymer Composite (WPC) solid door shutters confirmed ti IS:2380 latest having density of minimum 650 Kg/Cum, screw withdrawal strength of 1500 N at face and 1000 N at edge, water absorption less than 1%, Class A fire resistance and tensile strength greater than 12 MPa including fixing required hardware fittings, fixing door using required screws, including providing recessions for hinges,finishing all edges with mixture of PVC powder & solvent for smooth finish, The door shutter shall be fixed with the following hardware fittings: -
a) 4 Nos. of 75 mm long stainless steel butt hinges of GARG brand bearing ISI mark with suitable stainless steel screws.
b) Two numbers of 125mm long anodised of make aluminium D handle Classic/Crown or approved equivalent as per IS - 208 bearing ISI mark with suitable CP screws.
c) Two numbers of 150mm long stainless steel baby latch type/cranked type tower bolt with suitable CP screws.
d) One number of 50mm long solid PVC door buffer with 75mm long CP screws.
Note: -
1) All furniture fittings shall be of approved quality and make.
2) The rate quoted shall be inclusive of fixing of door shutters with required hardware fittings as detailed above.
3) The PVC Integral Foam shall be factory manufactured solid section of light weight sheet with fine & homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides.
4) The entire door shall be jointless shutter.
5) The sizes shall be approximately 700 mm x 2100mm, however exact dimensions shall be measured at site before manufacturing.etc., all complete as per specifications and as directed by Engineer-In-Charge.
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28mm thick
6
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Supplying and fixing in position 75mmx50mm size Wood Polymer Composite (WPC) solid door frame having density of minimum 850 Kg/Cum, screw withdrawal strength of 2000 N at face and 1600 N at edge, water absorption less than 1%, Class A fire resistance and tensile strength greater than 12 MPa including fixing required hardware fittings, required screws, etc., all complete as per specifications and as directed by Engineer-In-Charge.
15
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Providing and fixing "Sandwich" puf roofing sheets of approved manufacturers made out of 0.47mm thick colour coated Galvalume AZ-150, 550mpa colour coated RAL 9002 on top, 0.35mm thick AZ-70, 350mpa color coated Galvalume RAL 9003 liner with centre core made with 50mm thick Polyuerthane of Density 38kg/Cum to the required size as per the site condition (Approximately 1.0m width and 7.0m long) necessary over lappings, driven screws, labour for fixing in position transportation etc, including providing necessary flashing by folding bottom sheet to cover the puf portion at the exposed edges/ends et., and side faces of extreme end sheets etc., trimming, cutting to profile foam fillers all complete as directed by the Engineer-in-charge and as per manufacturer specification.
Note: Only laid area without overlapping will be measured for payment.
35
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Providing and fixing of hollow metal steel door at all levels from certified manufacturer. All hollow metal general doors with or without vision panel/louvers shall be of pressed galvanised steel double or single leaf to required sizes of approved make shakti horman or approved equivalent which consists of frame,shutter,infill and finish as detaiiled below and conforming to IS277. Note:1. Door frame shall be single rebate profile of size 100 x 57 mm made out of 1.20mm thick galvanised steel sheet (18 gauge). Frames should be mitered and field assembled with self tabs. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished platered masonry wall opening.Once frame installed should be grouted with cement slurry if recommended on the clear masonry opening. Note:2. Door leaf should be 46mm thick fully flush doouble skin door with or without vision panel as per requirement. Door leaf shall be manufactured from 0.8mm(22 gauge) minimum thick galvanised steel sheet. The internal construction of the door should be rigid with steel stiffners/pads and reinforcement.The infill material shall be resin bonded honeycomb core. All doors should be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hinges, mortice locks, and including door closer make Hardwyn or Dorma. The edges should be interlocked with lock seam. For pair of doors astragals will be provided as required. 200x300mm vision lite with 5mm thick clear toughened glass with sealant in each shutter wherever applicable should be as per joineryy details with a screw on glass beading on the inside. Louvers when recommended should be site proof and shall be flush fixed on the external surface. Note:3. All doors and frames shall be finished with polyurethene aliphatic grade paint of appproved colour. Rate should include supply and installation of door and hardware set as mentioned in the door and hardware schedule and as directed by Engineer-in-Charge. The door shall be despatched after the approval of the pre-despatched inspection by the Engineer in charge.
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Steel door double leaf of required size with vision panel and all required accessories/hardware set.
28
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Steel door single leaf of required size with louvers and all required accessories/hardware set.
4.5
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Providing and Fixing in position Suspended false ceiling system using 600 x 600mm Mineral Fibre Reinforced Factory applied Vinyl painted "ARMSTRONG" Ceiling tiles or approved equivalent make & pattern, Tiles having 16/15mm thick, and approved surface Design and edge Profile (TEGULAR or Equivalent ) placed in a suspended Grid of size of 600x 600mm made of Hot-dipped G.I steel sections having an exposed surface capping of Pre-finished baked polyester painted coil wherein the main tee of size 24x32x1200mm shall be suspended at 1200mm centres along the length of ceiling with 4mm dia G.I wire with necessary level adjusters. The cross tees of size 24x27x1200mm 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 24x25x600mm shall be inserted to form a grid size of 600x600mm resting on the Perifery walls on wall angles of size 24mmx24mm including providing necessary openings for light fixtures, diffusers, Trap doors etc to be made as per layout Drawings and as per directions of Engineer-in-Charge. The main Tees to be suspended from the ceiling / Soffit with the help of metal dash fastners of 6mmx50mm, soffit clits of 25mmx35x1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips. The entire grid system shall be designed to bear a distributed load of minimum 15 kg/Sq.m. Only False Ceiling area will be Measured for the Purpose of Payment.
45
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Providing and fixing false ceiling with 12.5mm thick tapered edge gypsum moisture resistant board at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts other flange of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm dia x 230mm long G.I. wire at every junction. Including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25mm at 230mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150mm or both sides of joint and including the cost of painting one coat primer and two coats of emulsion paint of approved colour, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge.
15
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Providing and fixing anodized aluminium (Anodised transparent or dyed to required shade according to IS:1868 Minimum Anodic coating of grade AC 15) 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 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.
730
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Providing and fixing factory made uPVC sliding/casement windows of "QUTE"/"NCL WINTECH"/"Fenesta"/SINTEX or approved equivalent make having an overall dimension as below manufactured from unplasticised polyvinyl chloride (uPVC) hollow multi chambered extruded section with wall thickness 2.0mm±0.2mm with isolated drainage and reinforced with Specially designed galvanized steel reinforcement for optimum structural strength with minimum wall thickness of 1.0mm ± 0.1mm, the corners and joints shall be mitred cut and fusion welded including the cost of fibre glass fly mesh of make Saint Gobain or equivalent, single glazing with 5mm thick tinted toughened colour glass of make Saint Gobain or equivalent, EPDM weather and glazing seals, all hardware’s viz., PU coated rollers for smooth movement of slider shutter, single/ multi point lock system or handle locks which cannot be released from outside, pile seal to avoid dust, etc., fixing the windows using with corrosion resistant fasteners at all levels, etc., all complete as per manufacturers specification, drawing and as directed by Engineer-in-charge. Note: 1) The rate quoted shall be inclusive of fixing of frames with fisher screw and shutter with required hardware fittings as detailed above. 2) The tenderer shall note that the given sizes are approximate and payment will be made as per the actual area of structural opening size.
30
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Providing and fixing Venition vertical blinds of Luxaflex or approved equivalent make and approved colour pattern with vanes of 100mm width made up of non woven polyester fabric which are suspended from the silt travelers by self aligning vanes hooly of effective optimized system, vanes shall be coupled together by means of bead chain pivotally attach by closing to each side of each weight and other accessories required complete all as per directed by the Engineer-in-charge.
Note: 1. Sample shall be got approved before commencing work.
2. The above work shall be got executed from approved manufacturers.
4
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Providing and fixing coloured vitreous china European type Water Closet with 'P' or 'S' Trap with ISI marked colour solid seat and lid of Hindware or Equivalent approved make, 10 litre low level colour PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Flush bend , fixing EWC with C.P Brass screws, 15mm PVC heavy quality inlet connection of 600mm long, stop cock, including testing, commissioning & cleaning etc. complete all as per drawings and specifications and as directed at site.
2
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Providing and fixing Viterious china colour wash basin size 630x450mm (HINDWARE / PARRYWARE) with C.I. brackets, 15mm C.P. brass pillar taps of Jaquar/Parryware or approved equivalent make, 15mm x 600mm long PVC Inlet connection, 15mm stop cock, 32mm 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.
4
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Providing and fixing white vitreous china flat back half stall urinal size 590 x 380 x 350mm Hindware or Parryware Newmagnum model or Equivalent approved make with PVC 15mm Inlet connection, Push cock, 15mm stop cock, C.P. brass spreaders, 32mm Urinal waste coupling with Dome grating, and clamp etc. including making G.I water line connection complete all as per drawings and specifications and as directed at site. (Only G.I. pipes will be paid under relevant Item)
2
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Providing and laying the following sizes PVC water supply line with 'Finolex / Varun / Truebore' or approved equivalent make PVC pipes suitable for 6 kg/sq.cm pressure and specials confirming & marked to to IS:4985 including jointing with PVC jointing compound, laying and fixing the pipes in the excavated trenches, cost of all types of specials such as tees, reduces, coupler, reducing bushes, threaded adaptor, elbow, tail pieces, caps etc., and testing the line as directed by the Engineer-in-Charge.
-
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40mm outer dia PVC pipe
5
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63mm outer dia PVC pipe
10
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110mm outer dia PVC pipe
32
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Replacing the damaged CI soil waste pipe by supplying, laying and fixing of SWR-uPVC pipe lines laid, embedded under floor slab and fixed to walls wherever required using "Finolex" or approved equivalent make of SWR uPVC pipes - Type B (suitable for soil and waste discharge system having wall thickness of minimum 3.2 to maximum 3.8mm) conforming to IS:13592 - latest edition with ISI mark and PVC pasting type specials such as door bends, door tees and cowls etc. heavy quality for soil waste or vent or antisyphonage PVC pipe including removing the damaged CI pipe, chipping/removing the embedded pipe if any, fixing the new PVC pipe with suitable clamps over Teak Wood packing pieces, restoring the same to its original condition, disposal of debris within a initial lead, stacking of retrived CI pipes at IGCAR pump house etc., all complete as per specification and as directed by Engineer-in-charge.
-
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75mm OD SWR-uPVC pipes and specials (Type B)
35
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110mm OD SWR-uPVC pipes and specials (Type B)
20
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-
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Supplying and fixing of following size of uPVC pipe of SCH 40 of make "ASTRAL/PRINCE or approved equivalent make conforming to relevant ASTM D 1785 standards including all UPVC Plain & Brass threaded fittings confirmed to ASTM D 2466/ ASTM D 2467, fixing the pipe with clamps at 1.00 m spacing including cutting, threading and jointing with uPVC cement solvent, TURFLONG TAPE making necessary opening/chasing of the wall, flooring and making the work place to the original condition and handing over the old retrived pipes to the IGCAR pump house etc., and testing the line as directed by the Engineer-in-Charge.
-
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Upvc 25mm dia
20
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Upvc 40mm dia
15
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Upvc 50mm dia
25
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Providing and fixing following dia uPVC ball valve pasting/thread type including the cost of labour charges, pasting solution etc., as directed by the Engineer.
-
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25mm nominal size
2
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50mm nominal size
2
-
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Providing and fixing under ground selfit SN 8 sewer pipes 200mm diameter conforming to IS:15328 including suitable Fittings & specials confirming to IS:15328, ‘Finolex’ or other approved equivalent make of stiffness class 8 KN/SQ.M and minimum wall thickness of 5.9 mm 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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200mm dia
185
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Providing, hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tanks of "SINTEX" or approved equivalent make of the following capacities with suitable S. M. C Cover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I Nipples ranging from 15mm to 50mm n.b of average 150mm length with double check nuts, washers etc. complete all as directed by the Engineer-in-Charge.
-
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2000 litres triple layered water tanks
1
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Providing and fixing 6mm thick Mirrors of size 600 x 450mm x 6mm "Modi Guard" or approved equivalent make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete all as per specifications and as directed by the Engineer-in-Charge.
4
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Providing and fixing 5mm thick first quality mirror of required size with anodized aluminium section frame work of size 30 x 20mm, backing the mirror with 4mm thick AC plain sheet painting two coats of plastic emulsion paint over a coat of primer, fixing the entire unit on the wall surface with necessary screws etc. complete all as directed by the Engineer-in-Charge.
2
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Providing and fixing Heavy Quality 15mm nominal bore C.P. Brass Angle cock of ‘ESSCO / PLATO’ or approved equivalent make for wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-Charge (Samples to be got approved by the Engineer-in-Charge)
8
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Providing and fixing Heavy Quality C.P. brass 15mm dia long body Bib cock “Jaquar continental / Parryware coral model” or approved equivalent as per specifications and as directed by the Engineer-in-Charge. (Samples to be got approved by the Engineer-in-Charge)
4
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Providing and fixing Heavy Quality C.P Brass Health Faucet with 1.50metres flexible hose (Hand Shower) of “Jaquar continental model” or approved equivalent make and type complete all as per specifications and as directed by the Engineer-in-Charge (Samples to be got approved by the Engineer-in-Charge)
2
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Providing and fixing Cast Iron Nahani Trap / Floor Trap of 100mm inlet and 75mm outlet, (weighing 5.80 Kgs each), jointing with Lead with the connection pipes, placing as per the drawings, including embedding in cement concrete 1:2:4 using crushed stone sand and making circular hole up to floor level using 110mm O/D PVC pipes of 6 Kgs / sq.cm pressure and fixing 1 No 125mm dia C. P Brass Grating , complete all as specifications and drawings and as directed by the Engineer-in-Charge.
8
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Providing and fixing SS gratings of 100mm dia including chipping the mortar if any and making the surface good etc. all complete and as directed by the Engieer-in-charge.
8
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-
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Providing and fixing liquid soap dispenser in PVC container "SDR-WHT-DJ001 F- JAQUAR" or approved equivalent make with all accessories including necessary screws for fixing complete all as directed by the Engineer-in-charge.
4
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Providing and fixing 15mm PVC inlet connection suitable for hot and cold water 600mm long with nuts and washers complete for wash basins/ Urinals etc. with all necessary accessories complete as directed by the Engineer-in-Charge.
6
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Providing and fixing Curved shaped urinal partition with frosted glass of 8mm thick Jaquar JSE-CHR-810UC/US 450X or other approved equivalent make etc., complete as directed by the Engineer in charge.
1
-
-
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Supplying and fixing of FRP manhole cover - heavy class with load carrying capacity of 25 tonnes fixed in for manhole cover, water tank cover etc., The rate including supplying and transportation, fixing at position with levels and alignment, also including the coast of cement morter and labours to packing and finishing etc. as per the instructin of Engineer- in - charge.
-
-
-
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FRP manhole cover of 600 x 600 mm size
7
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-
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Providing and fixing prayag or other approved equivalent make High pressure casted body brass float valve 25mm dia bearing ISI mark and indian standered no:1703:2000 on body, confirming to IS:1703 including the cost of HDPE ball and 450mm length brass rod threaded on both side to suit the valve on one side and the ball on the other side and all labour charges etc., as directed by the Engineer-in-charge.
1
-
-
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Providing and fixing in position glass shelf with Stainless Steel framework and clamps Jaquar AQN-WHM-7771 or othr approved equivalent make etc., complete all as directed by Engineer-in-charge.
4
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Providing and fixing C.P Brass towel rail 600mm long of "Jaquar" make complete fixed to walls with 30mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-Charge.
3
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Providing and fixing IS: 3564 marked Al 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 specifications and as directed by the Engineer-in-Charge.
1
-
-
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Providing and fixing 4 Lever Dead/Mortice Lock ‘Godrej/Everite’ or other approved equivalent make suitable for aluminium door with a pair of keys complete all as per specification and drawings.
1
-
-
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Providing and fixing anodised aluminium tower bolts of size 150x10mm (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.
5
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Construction of Inspection chamber of following size internally upto 1.00metre depth with brick masonry walls of 230/345mm thick using stock bricks in cement mortar 1:5 using crushed stone sand with necessary brick carbelling as required, plastering with cement mortar 1:3 using crushed stone sand, 12mm thick finished smooth with a floating coat of neat cement inside chamber and with cement mortar 1:5 using crushed stone sand, 12mm thick for external sides of the chamber including excavation in all types of soils, back filling, providing and laying 150mm thick PCC 1:4.5:8 using crushed stone sand for foundation concrete forming bencing in PCC 1:2:4 using 20mm maximum size graded aggregate and crushed stone sand etc. complete all as per specification, drawing and as directed by the Engineer-in-Charge.
-
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Inspection chamber of internal size 600x600mm
7
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-
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Extra depth over initial depth of 1 metre or part of a metre depth with necessary modification to the thickness of chamber wall to suit site requirement as per drawing and as directed by the Engineer-in-Charge of Inspection chamber of size 600x600mm
5
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Providing and constructing Gully Chamber of internal size 300x300mm including providing, supplying and fixing 150 x 150mm stoneware gully trap with CI grating including excavation in all types of soils, backfilling, embedding in plain cement concrete 1:4.5:8 using 40mm size granite aggregates, crushed stone sand and constructing the above chamber with 115mm thick brick work in cement mortar 1:4 using crushed stone sand with well burnt chamber bricks, plastering over both internal and external faces of brick work with cement mortar 1:3 using crushed stone sand, 12mm thick finished smooth with a floating coat of neat cement on both faces, providing and fixing CI cover with frame of 300 x 300mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design complete all as per specification and as directed by the Engineer-in-Charge.
7
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Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge.
2
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-
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Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge.
2
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-
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Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge.
5
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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, exhaust fan moulds etc., in reinforced cement concrete of 1:2:4, using 20mm and below machine crushed graded stone aggregate and crushed stone sand including 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-in-Charge.
6
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Providing and laying 65mm thick rubber moulded with vibratory compaction Factory made cement concrete precast Interlocking paver block of M30 grade made and approved size, shape, design, colour & pattern including laid over 100mm thick compacted bed of crushed stone sand (coarse sand), filling the joints with coarse sand, compaction mechanically etc. all complete all as per the direction of the Engineer-in-Charge.
Note: The sample tile shall be got approved by the Engineer-in-charge before procurement.
110
-
-
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Providing and forming dry stone pitching of 230mm thick over the filled earth surface including laying to the required grade and slope and racking out joints and flush pointing the exposed faces of pitching with cement mortar 1:3 using crushed stone sand with neatly marking on the pointing surface, packing and filling the intersects with broken stone and gravel, watering, compaction etc., complete in all respects all as per specification and as directed by the Engineer-in-Charge.
100
-
-
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Providing and laying factory made precast Kerb stone of M-20 grade cement concrete of size 100mm thick & 500mm ± 50mm depth with suitable interlocking arrangement, top chamfering of size 50x70 mm or as approved size including excavation, conveying, laying the precast kerb blocks in position to the required line, level and curvature, making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), jointing / pointing the joints with cement mortar 1:3, refilling the sides, compacting, making drainage opening wherever required finishing the cutting portion neatly and including two coats of rubber based paint with required base coating , etc., all complete as per specification and as directed. (Note: Length of finished Kerb edging shall be measured for payment and Precast kerb stone shall be approved by Engineer-in-charge.)
35
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Providing and constructing Random Rubble masonry in cement mortar 1:6 using hard granite stones obtained from approved quarry with bond stones at 2m c/c at all course apart for foundation, basement and in superstructure, compound/boundary walls, including sizing of stones if required, raking out joints, scaffolding, curing etc., complete all as per drawing, specifications and as directed by Engineer-in-charge at all lifts. Note: 1)Required bond stones at 2 m c/c at all course shall be of precast PCC grade M15. 2)If pointing work has to be proceed necessary raking out joints (groove) at masonry joints to receive pointing to be done immediatly each course of RR masorny completed. 3) For toe walls all the surface shall be finished and pointed with same grade mortar specified and no separate payment shall be made for pointing.
25
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Cutting of road consisting of asphaltic concrete road surface including WBM Soling, making WBM and soling to original condition after work completed with retrieved materials including supply of extra quantities of materials i.e. aggregate, moorum, screening, red bajri not exceeding 15% of the original materials along with new materials and disposing all unwanted materials to place specified with lead upto 50m complete all as per specification and as directed by the Engineer-in-Charge.
25
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Providing and fixing IS:12817 marked stainless steel butt hinges of size 100 x 60 x 2.5mm (heavy weight) "GARG" or equivalent approved make with suitable stainless steel screws etc. complete all as per specifications and as directed by the Engineer-in-Charge.
72
-
-
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Providing and fixing Anodised Aluminium handles 125mm 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.
20
-
-
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Providing and fixing 4 lever cupboard lock of ‘Godrej’ or other approved equivalent make with a pair of keys complete all as per specification and as directed by the Engineer-in-charge.
10
-
-
... More
Providing and fixing anodised aluminium tower bolts of size 100x10mm (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.
20
-
-
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Supply and installation of following sizes of Heavy Duty, Hot Dip Galvanised MS ERW Conduits for Electrical & Communication System with all the required accessories like round JBs, Solid Long Bends, Check Nuts, Nipples, Couplings, Reducers, Copper Clips, Copper Conductor, GI Wire etc, on roof slab, column, beams etc as per the detailed specification.(Refer Sec VI, Clause No.27).
-
-
-
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25 mm Dia 1.8mm, wall thickness GI Heavy Duty ERW Conduits with 75mm deep junction boxes
250
-
-
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32 mm Dia 1.8mm, wall thickness GI Heavy Duty ERW Conduits with 75mm deep junction boxes
100
-
-
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Supply and installation of following sizes of Heavy Duty, Hot Dip Galvanised MS ERW Conduits for Electrical & Communication System with required Solid Long Bends, Check Nuts, Nipples, Couplings, Reducers, Copper Clips, Copper Conductor, GI Wire etc, in Floor, Walls, Brick, Block Masonry, etc. including chasing & replastering as per the detailed specification. .(Refer Sec VI, Clause No.27).
-
-
-
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25 mm Dia 1.8mm, wall thickness Heavy Duty ERW Conduits with 50mm deep junction boxes
150
-
-
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32mm Dia1.8mm, wall thickness Heavy Duty ERW Conduits with 50mm deep junction boxes
50
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40 mm Dia 2mm, wall thickness Heavy Duty ERW Conduits with 50mm deep junction boxes
20
-
-
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Supply and installation of following sizes of Heavy Duty, PVC circular rigid Conduits for Electrical & Communication System with all the required accessories like round JBs, Solid Long Bends, Couplings, GI wire etc, on roof slab, column, beams etc as per the detailed specification.(Refer Sec VI, Clause No.27).
-
-
-
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25mm Dia, 2mm wall thick PVC heavy duty conduit with 63mm deep Junction box
75
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Supply and installation of following sizes of Heavy Duty, PVC circular rigid Conduits for Electrical & Communication System with required Solid Long Bends, Couplings, GI Wire etc, in Floor, Walls, Brick, Block Masonry, etc. including chasing & replastering as per the detailed specification.(Refer Sec VI, Clause No.27).
-
-
-
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25mm Dia, 2mm wall thickness PVC heavy duty round rigid conduits with 50mm deep Junction boxes
125
-
-
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Supply and Embedment of MS fan Hook Boxes in RCC roof slab with finishing and making good as per drawing No:IGC/ESD/9170/8009 and the detailed specification. (Refer Sec VI, Clause No.15.11).
6
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Supply and embedment of concealed type MS boxes of the following types and as specified in RCC/Brick/Concrete Block Masonry with finishing and making good as per the detailed specification. (Refer Sec VI, Clause No.15.10).
-
-
-
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150(W)X150(H)X80(D)mm, 1.6mm thick sheet MS Box
10
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-
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300(W)X300(H)X120(D)mm,1.8mm thick sheet MS Box
5
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-
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Supply and Installation of MS Brackets, Supports, Frame work, Clamps, Base Channels, etc. fabricated out of angle / Channel / Rods etc. The rate quoted shall include the cost of fabrication / welding, cleaning and painting/ galvanising as follows including supply of required, fasteners, nuts, washers, etc.(Refer Sec VI, Clause No.11).
-
-
-
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MS fabrication 1 coat primer & 2 coats synthetic enamel paint
100
-
-
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Supply, embedment and flush mounting of following sizes of Metal Clad Socket in sheet steel enclosure with Plugs and Socket including chipping and finishing as per the detailed specification.(Refer Sec VI, Clause No.15.4).
-
-
-
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1 Phase, 20A MC socket box with 20A SP MCB
7
-
-
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Supply and Embedment of 50mm Deep, Square/Rectangular Concealed type and GI double earthed modular metal boxes of the following types and as specified in RCC/Brick/Concrete Block Masonry with finishing and making good as per the detailed specification. (Refer Sec VI, Clause No.15.12).
-
-
-
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ONE/TWO Module
15
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-
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THREE Module
5
-
-
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FOUR Module
7
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-
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SIX Module
25
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-
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Supply and Embedment of following sizes of flush mounting POWDER COATED TPN/SPN DB Enclosures with Double Door and per Phase isolation DBs consisting of Phase, Neutral and Earth Bus and interconnecting wires etc. at suitable depth in brick work as per the detailed specification and as directed by the Engineer-in-charge.(Refer Sec VI, Clause No.15.2).
-
-
-
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12 WAY Cat No:DBTPI012DD (Vertical) or equivalent make TPN TIER Per Phase Isolation (PPI) DB
2
-
-
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Supply and Embedment of following sizes Cable end termination box at suitable depth in brick work as per the detailed specification and as directed by the Engineer-in-charge.(Refer Sec VI, Clause No.15.2.2).
-
-
-
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TPN,12 way Cable end box, Cat No:DBTPI012CB or equivalent suitable for TPN, 12 way TPN TIER Per Phase Isolation Distribution Board Cat No:DBTPI012DD (Vertical)
2
-
-
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Supply and installation of Hume Pipe Direct in ground. (Refer Sec VI, Clause No.8.1).
-
-
-
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Supply and installation of 150 mm Dia. 2 Mtrs Long, NP 2 Class Hume Pipes at a depth of 1200 mm including supply of Collars and fixing them with1:1 cement mortar and curing, including excavation in all types of soil, backfilling complete as directed by Engineer-in-Charge.
8
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-
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2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road.
-
-
-
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INR Zero Only
-
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