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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr Quoted ₹2.0 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹2.2 Cr+₹17.1 L (8.51%)Rejected-Finance | ₹2.2 Cr+₹17.1 L (8.51%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹2.5 Cr+₹47.9 L (23.8%)Rejected-Finance | ₹2.5 Cr+₹47.9 L (23.8%) | L3 | Rejected-Finance Being L3 |
Tender Value
₹2.3 Cr
EMD Value
₹5.4 L
Closing Date
26 Jun 2025, 5:00 pmClosed
Chief Engineer
CED, BARC, Trombay, Mumbai
Renovation of CED Canteen including allied Electrical and Mechanical ventiliation works and Miscellaneous works in other Hill side Buildings at North Site, BARC, Trombay, Mumbai.
2025_BARC_861760_1
BARC/CED/ET/12/2025-2026 Dated 27/05/2025
Open Tender
Civil Works
Item Rate
547 days
North Site, BARC, Trombay, Mumbai.
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹5.4 L
CED, BARC, Trombay, Mumbai
27 Nov 2025
27 May 2025
1 Jul 2025
27 May 2025
26 Jun 2025
17 Jun 2025
27 May 2025 - 2 Jun 2025
3 Jun 2025
Amount
Lead charges for lead exceeding 3 KM but Not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rates in respect of Item Nos 5 is applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 30% in respect of debris from corresponding STACK / TRUCK Measurement
Debris
Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels
Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of Nosminal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels
Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge
Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level
Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.
Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in Super structure up to 20.0 metre height.
Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants .
Providing and fixing in position 50 mm thick Joint filler board of Approved make in expansion joints to the required size and shape, placing and keeping in positioncomplete as per specifications and drawings and as directed by the Engineer in charge.
Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor
Using TMT bars of specified grade all dia bars to be supplied by the contractor manufactured confirming to IS:1786.
Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications.
Using materials of approved manufacturers. All test reports to be provided along with the supply of the materials
Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monosrails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge
Up to and including 300 mm Joists, 350 mm channels, and below sections using materials of approved manufacturers. All test reports to be provided along with the supply of the materials
Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like trusses, purlins, posts etc. using m hollow / circular / square / rectangular tubular sections including appling a coat of Zinc chromate primer of approved make all as per specifications, drawings and as directed by the Engineer in charge
Providing and fixing 304 grade Stainless Steel pipes, edge angle, grating, counters etc. of approved size and make and qaultiy by welding, mirror/mattt polishing, fixing at site etc. for pipe line, edging, grating including special sections as per drawings, specifications, etc. complete as directed by the Engineer- in- incharge. Note: Quoted rate shall incude the cost of nylon buttlets/castor wheels, all pipe fittings, tubular sections, etc will be measured and paid in the above item. Contractor shall submit shop drawing well in advance for approval of EIC before procurement.
Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels
For Sub Structure
For Super Structure
Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash / Flyash Lime bricks with minimum 70 kg / Sq. cm strength of approved make and size in Sub structure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.
Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ sq.cm strength of approved make and size in super structure up to and including Floor II Level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.
Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth) in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth level and up to and including 20 m height including scaffolding, curing etc. complete as per drawings and specifications.
Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site. 110 mm dia UPVC Pipes
Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge
Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge
Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured)
Providing and laying minimum 25 mm thick uniform shade Kotah stone flooring over 20 mm thick (Avearge) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtain mirror polish complete with base cement mortar 1:4 (using crushed sand) all as per specifications, patterns and drawings complete. Note: Kotah stone in strips in Ramp shall be measured and paid under this item.
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix as per approved manufacturer specifications complying with Standards ANSI A118.3; ISO 13007 – 3 (RG) / EN 13888 including filling / grouting and finishing complete as per direction of Engineer-in charge.The grouted joints shall remain stain free after application and curing. Note: (1) Surface preparation, Mixing, Application, Initial Cleaning and Final cleaning shall be as per Manufacturers Specification and the cost of which shall be deemed to be included in the quoted rate. (2) Colour shall be as approved by BARC Architect. (3) All material invoices, delivery challans,manufacturers test certificates, third party test certificates (if required by the EIC) shall be submitted. (4) The grouts shall be Stain-free Colour fast, Easy to clean, Chemical and Temperature resistant, Non-cracking or powdering, Anti-Bacterial and anti-fungal, Water and shock resistant. Size of Tile :- 600mm x 600mm
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 of approved make. shade and colour of size ranging from 300 - 600 mm long and 300 mm - 600 mm wide and thickness Not less than 6 mm as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints with matching colour Tile grout of approved make of matching shade including using PVC tile trim in the exposed corners, complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge.
Providing , supplying, and fixing Designer Concrete tiles of approved pattern & colour for Pathways / Stair treads / Risers over 20 mm thick Cement mortar 1:4( using manufactured sand) setting with cement slurry including cleaning the tiles free from Mortar, dirt etc. including grouting all the joints with matching pigment complete all as directed by Engineer in charge.( sample to be got approved by the engineer incharge) of any shape having maximum dimension upto 500mm and 40mm thick
Providing and fixing Glazed / Polished VITRIFIED Floor / Wall tiles of approved make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish of size 600 mm x 1200 mm laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge.
Using tiles of size 600 mm x 1200 mm
Add Extra for polymer mortar in place of cement mortar
Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge
Murum filling under floors of specified thickness in layers of Not more than 150 mm thickness including supplying required materials and consolidation etc. complete (Murrum to be brought from out side campus of BARC)
Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming 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 gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately). Note: Contractor shall submit shop drawing well in advance for approval of EIC prior to procurement.
Anosdised Aluminium sections (Minimum anodizing thickness of 15 micron) Note: The contractor shall provide screws, m tie rods etc. No extra payment will be made for it.
Extra for colour anodizing/ powder coating Note: Anodising/ Powder coating will be carried out as directed by the EIC.
Providing and fixing stainless steel ball bearing fire tested stainless steel butt hinges of size 125 x 75 x 3.00 mm (heavy weight) of approved make with suitable stainless steel screws etc. complete as directed by the Engineer-in-charge
Providing and fixing single point lock cum handle for aluminium openable windows / top hung shutters of approved make and equivalent quality complete all as per specifications and as directed by the Engineer-in-charge
Providing and fixing double action hydraulic floor spring of approved brand and manufacturer (conforming to relevant Indian Standard) for doors including cost of cutting floors as required, embedding in floors and cover plates with M.S pivot and single piece of M.S sheet outer box with slide plate etc. complete as per directions of Engineer-in-charge with brass cover plate
Providing and fixing anosdised aluminium tower bolts of size 250 X 12 mm ISI marked of approved make, transparent or dyed to requried colour or shade with necessary screws etc.
Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item)
With clear toughened float glass panes of 6.00 mm thickness
Providing and fixing 4 Lever Mortice Lock of approved make suitable for aluminium sections
Providing and fixing approved quality and shape star locks cum handle of approved make for sliding shutters
Providing and fixing approved quality stain less steel body roller wheels of approved make for sliding shutters
Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete Up to 5 mm depth and 5 mm width
Providing and fixing Aluminium Grill 10 mm thick in natural Silver/approved shade of anodising of min 15 microns with a opening size of 120mm x 75mm and minimum weight of 2.64 Kg/ Sq.M including providing and fixing Suitable 'F' / 'H' section outer frame and mullion fixing with screws complete all as per specifications and as directed at site by the Engineer-in-charge Aluminium alloy shall be of 6063-T6 with yield strength of minimum 6.5 kg / sq.mm
Extra for providing Aluminium Grill 10 mm thick with colour anosdised by the manufacturer (Champagne, black, Bronze, Gold colours) complete all as per specifications and as directed at site by the Engineer-in-charge
Providing and fixing in position suspended false ceiling system using 12 mm thick calcium silicate boards with 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC placed in a suspended grid of size of 600x 600mm made of hot-dipped G.I steel sections wherein the ceiling sections of 0.55 mm thick shall be suspended at 1200 mm centres along the length of ceiling with 4mm dia. G.I wires/ 1 mm thick strip hangers made of G.I sheet sections with necessary level adjusters and inter channels of 0.90mm thick with connecting clips and resting on the periphery walls on wall angles of 0.55 mm thickness 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 25mmx35mmx1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips/ G.I strip Hangers at 600mm centers . the entire grid system shall be designed to bear a distributed load of minimum 25 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment)
Providing, supplying and fixing hollow metal flush steel doors 40 mm thick of approved make consisting of door frame and shutters and all hardware fittings, frame made out of 14g thick G.I sheets and shutters made of 16g thick sheets, hollow portion filled with puff, including necessary stiffners in shutters and frame, vision panel of specified size with 4 mm glass and clip on pressed steel frame for vision panels, fixing 4 Nos heavy duty stainless steel 304 grade ball bearing hinges, mortise / dead lock of approved make, a pair of 200 mm long stainless steel handles, 250 mm long stailless steel tower bolt, etc. frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete, fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge
Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of High Build primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). On STEEL surfaces.
Providing and applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge
Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge
Dismantling of RCC works including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge
Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge
Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge
Dismantling Aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplaus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-charge
Dismantling doors, windlows and clear storey windows (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) Of area 3.00 Sq.M and below
Dismantling doors, windlows and clear storey windows (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) Of area beyond 3.00 Sq.M
Dismantling tile work in floors/dado and roofs laid in cement mortar including stacking material within 100 m lead For thickness of tiles above 10 mm and up to 25 mm
Demolishing dry stone pitching in floors, drains etc. including stacking serviceable materials and disposal of unserviceable materials within 200 m lead
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead
Providing and Fixing Anchor Fastner of approved make including drilling in concrete as per requirement for fixing Eps or other structures all as specified by the manufacturer complete all as per specifications and drawings. 16 MM diam 150 mm Long
Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) single socketed pipes 110 mm diam
Providing SFMC Micro concrete for strengthening of structural members including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge
Using SFMC with 50% Quartz aggregate by weight (Only SFMC consumed alone will be measured for payment)
Providing and fixing at all levels m bolts including nuts and washers of approved size, quality and make as per requirements and as per specifications, drawings complete all as directed at site by the Engineer in charge
Electrical welding (6 mm Fillet) including transporting Electrical welding plant to the site etc. complete
Providing , Laying , jointing, fixing and testing Heavy quality (C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples, reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing Teflon tape, exposed / concealed by chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint for all concealed lines / two coats of synthetic enamel paint for all exposed lines all as directed by the Engineer-in-charge. Pipes with exclusive use of approved make
15 mm dia G.I pipe
25 mm dia G.I pipe
32 mm dia G.I pipe
40 mm dia G.I pipe
50 mm dia G.I pipe
Making connection of distribution branch with G.I main of 25 to 40 mm Nominal bore by providing and fixing tee including cutting and threading the pipes etc. complete as per specifications and as directed by the Engineer-in-charge
Providing and fixing C.P brass bib cock of heavy quality of specified / approved make as per specifications and as directed by the Engineer-in-charge
15 mm dia bib cock fancy variety quarter turn of approved type and make
Providing and fixing C.P Brass open stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Engineer-in-charge
15 mm n.b CP Brass open stop cock of approved make and type
Providing and fixing G.M / brass ferrule in existing water main lines of specified dia and making connections including drilling / boring complete all as directed by the Engineer-in-charge
25 mm Ferrule
Painting G.I pipes with 2 coats of synthetic enamal paint of approved colour over a coat of approved Zinc Chromate Primer all as per specifications and as directed by the Engineer-in-charge.
For 25 mm Dia G.I pipe
For 32 mm Dia G.I pipe
For 40 mm Dia G.I pipe
For 50 mm Dia G.I pipe
Providing and fixing viterious China wash basin of approved make and colour with C.I. brackets, 15 m C.P. brass pillar tap of approved make,15 mm x 600mm long PVC Inlet connection, 32 mm heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge
White vitreous China counter top / counter below wash basin size 560 x 410 mm / 560 x 450 mm with single 15 mm C.P. brass pillar tap (OVAL / ROUND Models)
Providing and fixing stainless steel AISI 304 (18/8) satin finish kitchen sink with drain board with over all size of 1145 x 510 mm and bowl size of 560 x 410 mm and 200 mm depth of approved make and model with C.I. brackets and stainless steel waste coupling, fittings, including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls wherever requried.complete as per specifications and as directed by the Engineer-in-charge
Providing and fixing 6 mm thick mirrors of size 600 x 450 mm of approved 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 .
Providing and fixing minimum 17 mm thick gang saw cut mirror polished granite (premoulded and prepolished) machine cut ZEBRA BLACK colour granite for kitchen platform, vanity counters, window sills, facias and similar locations of required size, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edge to give high gloss finish etc. complete as directed by the Engineer-in-charge at all levels
Providing and fixing dry stone pitching 22.5 cm thick laid in required profile with hammer dressed stones having Nos side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete as directed by the Engineer-in-charge
Providing, supplying and laying pre polished granite slab flooring / dado / Wall cladding with Not less than 17 mm thick granite slabs over 20 mm thick base cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings. Using approved black shade
Structural repairs works with pre-packed dual shrinkage controlled (volume stable in wet & hardened state), single-component ready-to-use, structural grade high build, alkali-resistant, fibre?reinforced, thixotropic polymer modified repair mortar having excellent bond strength to old damaged concrete structures / surfaces by the following process: 1) Removal of loose/spalled or damaged concrete by chipping and cleaning the concrete surface to open up to 20mm behind the reinforcement steel with wire brush and with clean water including removal of dirt, paint, wax, oil, grease, laitance, foreign substances, etc.Mechanically profile and prepare concrete surfaces by abrasive blasting, waterjetting or other engineer approved methods 2) Cleaning the rebars with Acetone for complete rust removal and washing with water to make the surface clean. Ensure that the concrete substrate and ambient temperatures are between (10°C and 35°C) before application 3) Applying protective coat / bond coat using Styrene Butadiene Rubber (SBR) polymer and cement in the proportion of 1: 1 (1 part of polymer : 1 parts of cement). 4) Mixing full 25 Kg bag with clean potable water in water to product ratio of 0.12 to 0.18), mixed by heavy-duty slow speed (300 to 600 rpm) drill with spiral mixing paddle or forced action pan mixer pan for 3 minutes to achieve uniform lump free mortar consistency. 5) Applying polymer modified mortar with trowel & float. The polymer modified mortar shall have the following properties/technical parameters:(A) Properties / technical parameters of pre-packed Polymer Modified Mortar:i) Compressive strength 1 day: Min. 20 MPa (as per BS:6319 : Part 2) ii) Compressive strength 7 days: Min. 35 MPa (as per BS:6319 : Part 2) iii) Compressive strength 28 days: Min. 45 MPa (as per BS:6319 : Part 2) iv) Flexural strength in 28 days: Min. 7 Mpa (as per BS:6319 : Part 3) v) Tensile strength in 28 days: Min. 2.5 MPa (as per BS:6319 : Part 7) vi) Bond strength: Min. 5 MPa (as per ASTM : C881) vii) Water permeability: less than 1% (as per ASTM : C881) viii) Drying shrinkage in 28 days: less than 1000 microstrain (as per ASTM C 157-93) ix) Potential Alkali Reactivity - : <0.1% Expansion % ( ASTM C1260)(B) Properties / technical parameters of SBR polymer bond coat material: "i) Meets the requirements of BS 6319 part 2:1983 & ASTM C 190-85 standards ii) Total solids % by mass at 105oC: 38 + 1 iii) pH value: 7.5 to 9.5iv) Specific gravity at 27.5oC: 1 to 1.05 v) Coverage: 4.2 - 4.5 sq.m/kg per coat" Notes:- (a)Placing and finishing the same with trowel / hand packing carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slabs, columns, etc. (b) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per process no. (3) mentioned above in the BOQ item, to be applied and further thickness of repair to be continued for each layer. (c) The surface preparation & method of application shall be as per manufacturer's technical data sheet. (d) The double tubular steel scaffolding will be paid separately in relevant item. (e) Sampling and testing of cube specimen for compressive strength test shall be as per BS 6319 - Part-2.Other tests mentioned above shall be carried out if required as per the direction of the EIC and the cost of which shall be deemed to be included in the quoted rate (f) For each batch of mortar mixed, following records, i.e Quantity of mortar (kg) mixed, Amount of water added to the mix, Location of application and the area covered.(g) Payment will be paid on the basis of actual consumption of PMM & Reinforcement will be paid in the relevant item.(h) Curing like mist spraying the surface with water or using damp burlap or hessian cloth shall be done. Replacement of old rebars in case of reduction in diamter shall be done in consultation with EIC before applying repair mortar (i) Safety Precuations:- Use wear tight-fitting, dust-resistant, chemical splash goggles and dust respirator, if airborne dust is generated, wear protective rubber hand gloves, wear appropriate clothing to prevent any possibility of skin contact. The above item of work is inclusive of all materials, labour, machinery, tools & tackels, consumables, trasportation, loading & unloading, safety PPEs etc. all complete as directed by Engineer-in-charge at site using approved pre-packed polymer modified mortar suitable for structural repair works.
Providing and fixing 2 Hour Fire rated metal framed partitions of Non Load bearing type (98 mm over all Thickness) using Floor / ceiling Channels of 50 x 32 x 32 x 0.55 mm size at Top & bottom perimeter of the Partition and Studs of 48 x 50 x 48 x 0.55 mm Vertically at maximum of 610 mm centre to centre and Bracing members of 45 x 15 x 15 x 0.90 mm at horizontal at all board joints with 2 Boards of 12 mm thick Calcium silicate board on both sides with self drilling screws to metal frame at 200 mm C/C. All cavities in the partition shall be filled with Ceramic wool of 50 mm thick of Density 64 Kg / Cu.M. All joints shall be filled & finished with Joining Compound of approved make and 48 mm wide fiber tape to get seamless finish. A coat of Cement primer, Putty and finished with 2 coats of Acrylic Emulsion paint of approved make complete all as per the Drawings/ fabrication drawings as per manufacturers Specification and as directed at site by the Engineer-in-charge
Providing and fixing lay in false ceiling 600 x 600 mm perforated corrosion resistant Aluminium magnesium alloy metal panel fixed in 24 mm 'T' frame work of module 600 x 600 mm. Panels shall be manufactured of size 575 mm x 575 mm with perforation of 1.50 mm dia in a 3 diagonal square pattern giving 22% perforated area of approved colour in 0.70 mm thick Aluminium alloy 3105 with square edges Tiles to be stove enamelled on a continuous application for pre-treatment. The coils to be go through 4 stages of pre treatment three times of oven baked through conversion coating, priming and finish coat ensuring superior adhesion, high corrosion resistance and good colour stability.The coils to be painted on both sides after degreasing. inside surface to have a primer of 5 microns and a coat of natural colour of 5 microns, exposed surface to have a primer of 5 microns, binder of 5 microns and a top coat of approved colour 15 microns. Grid system for fixing ceiling tiles shall comprise of tees. The 24mm main tee runers shall be suspended at an interval of 1200mm centre to centre. The 24nn cross tee runner shall be suspended at an interval of 600mm centre to centre and further supported with 24mm cross tee with inter locking arrangements to form a Grid of 600mm x 600m. The main tee shall be supported by means of 4mm G.I.rod from slab / roof. The suspension shall be provided at 1200 to 1500mm centre to centre.provision for lights, diffusers etc. to be made including extra supports wherever necessary. A Non-woven felt made of glass reinforced fibre glued oner the perforation for sound absorbtion Measurements shall be as per actual area of false ceiling with out deductions for lights and diffusers.
Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer of approved make with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge.
Providing and Laying Minimum 25 mm thick uniform shade Kotah stone treads and risers of steps, skirting,window sills in single length up to 2.00 metres length slab dado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using crushed sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finish complete as per specifications, drawings and as directed by the Engineer-in-charge
Extra over Item Nos76 for Nosing in steps of treads Using Kotah stone
Providing , applying one coat of acrylic based textured plaster of approved make with the finish as directed with average thickness of 2.50 mm and finished with 2 coats of high performance coating of approved shade including preparation of the surfaces, complete. as per specifications and as directed by the Engineer-in-charge.
Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding
Designing, providing and fixing of 4 mm thick approved make and shade Aluminium Composite Metal Panel of approved make cladding at different locations including soffits of over-hangs and including aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification. Note : ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site.
Providing and constructioning Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber Not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item)
Extra depth over initial depth of 900 mm for chambers of 900 x 600 mm internal size.including fixing cast iron steps (C.I steps shall be paid under relevant item)
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top, with 230 mm brick work in cement mortar 1:4, inside and ouside & all exposed surfaces cement plaster 20 mm thick with cement mortar 1:3 finished with a foating coat of neat cement, foundation concrete of mix 1:3:6 and making necessary channel in cement concrete 1:2:4 finished with a floating coat of neat cement all complete as per standard design , fixing C.I circular manhole cover, C.I steps as per the drawing (C.I frame & cover, C.I steps and excavation work will be paid seperately under relevant Item.) For an initial depth of 910 mm
Extra depth for circular type manhole 910 mm internal dia at bottom and 569 mm Intenal dia at top, in brick work. Beyond 0.91 m
Supplying and fixing Cast Iron Man hole or Cast Iron Steps cover of approved make and weight as specified in the drawings or as directed by the Engineer in charge.
Providing and fixing square mouth S.W. gully trap complete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be Nost less than 4.5 kg and frame to be Nost less than 2.70 kg as per standard design
150 x 100 mm size gully trap "P" type
Providing and laying Non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete.
100 mm Dia RCC Hume pipe class Np2
250 mm Dia RCC Hume pipe class Np2
Dismantling old plaster / skirting carefully , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead Dismanling Plastering
Dismantling G.I pipes of all diam external work including excavation and refilling trenches after taking out pipes manually / by mechanical means including stacking of pipes within 100 m lead as per direction of Engineer-in-charge
Taking out C.I cover with frame from R.C.C Top slab of inspection chambers of various sizes including demolishing of R.C.C work manually / by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead
Dismantling RCC Hume Pipes including excavation up to 1.65 m depth and refilling trenches after taking out the pipes manually / by mechanical means, breaking the joints, including staking of pipes within 200 m lead as per direction of Engineer-in-Charge.Up to 600 mm Dia
Removing/dismantling the sanitary appliances along with all connections, chiselling the embedded portions, screwing out all inter connections and proper plugging of the inlets and outlets to avoid leakages/water spilling etc.from all the floor level stacking the dismantled materials within 50 m. lead and as directed by Engineer-in-charge.
Dismantling Water closet, bowl type/flat back urinals with cisterns, Wash basin, flushing cistern of any size, sinks etc., including stacking of useful materials near the site and disposal of unserviceable materials within 200 m lead
Existing GI/CI/PVC/UPVC/CPVC etc. pipelines along with all fixtures & resurfacing the surface if required with existing finish etc. complete as directed.
Shower, Bib tap, stop cock, piller tap, gate valve,ball cock, Nahani trap,bottle trap,urinal spreader, Flush cock.
Roofing work
Supplying, fabricating, testing, transporting, handling and erecting at required positions and levels metal roofing and canopy roofing including flashings and insulation etc. as per approved drawings and design complete as directed by the Engineer-in-charge including all consumables comprising of the following: Double skin insulated standing seam roofing system comprising of 0.50 mm thick colour coated / bare Al-Zinc Alloy coated steel 0.50 mm with overall width of 400 to 500mm by seaming for 100% water tightness on outer face and 0.50 mm thick inner linear sheet with galvalume sheet profile and physical material properties as specified. These sheets shall be fixed on specially reinforced polyamide or acetylate anti friction di-electric brackets at every location for permitting unhindered, free sheet movement at all required locations. The profile shall have a special in built drainage joint at side laps to make it fully watertight even in fully submerged condition. It shall have overall depth of 100 mm from horizontal after fixing. The side laps shall be of interlocking type without requirement of any mechanical seamer. 'Insulation: This shall be comprising of two layers of rock wool insulation each of 50 mm thick with density of 48 kg / Cu. M. Sub Grit (Top Hat) 1.5 mm thick Galvanised steel hat section fixed to main purlins, above first layer of insulation, to support the aluminium sheets. 'Inner linear sheet of 0.50 mm Nosminal TCT of physical material properties as specified. 'Vapour Control layer : The vapour control layer to reduce the movement of water vapour from inside the building through the roof construction to reduce the risk of condensation shall consists of 3 layer membrane to be laid continuous across its surface shall be fully sealed at laps, perim, penetrations to ensure effectiveness & aluminium foil of 0.50mm thick laid over insulation board. 'Note: 1. Cost of sealants, double adhesive tapes etc. shall be deemed to be included in the quoted rates. '2. Shade of roofing sheet shall be as approved by EIC. Roofing sheet shall be bent to curved profile at factory at Nos additional cost to the Department. 3. Shop drawing shall be submitted well in advance for the approval of EIC. 4. Coating as Super durable polyester (SDP) - as per IS- 14246.
Providing and fixing UV stabilised fibre glass reinforced plastic sheet roofing / vertical lines upto any pitch including fixing with polymer coated 'J' or 'L' hooks, bolts and nuts 8 mm dia. G.I. plain / bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified and as directed by the Enginer-in-charge. 2.0 mm thick corrugated (2.5" or 4.5"or 6") Note : (1) Only visible plan area of the sheets fixed will be measured flat for payment and sheet overlaps will Nost be measured.(2) Corrugated portions/rising seam will Not be measured seperately and shall be deemed to be included in the quoted rate.
Providing and fixing machine moulded anodized aluminium covering of approved pattern and design made out of 170 mm / or required wide machine cut aluminium steel and machine holed for receiving screws over expansion joints on vertical surfaces / ceilings with full threaded, cadmium plated steel screws 4 mm dia, 30 mm long and aluminium washers 2 mm thick, 15 mm dia at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete (Anosdising on the aluminium steel and washers to be 15 micron thick) Made out of natural colour anosdized aluminium sheet 2.5 mm thick (Minimum coating of 15 micron) Note: (1) Aluminium Flashing above FRP Roofing of required width as directed by the Engineer-in Charge shall be measured and paid under this item. (2) The cost of providing consumable Butyl Double sided adhesive tape shall be deemed to be included in the quoted rate. (3) The consumable Butyl Double sided adhesive tape shall be fixed wherever flashing overlaps the roofing sheet and aluminium sheet shall be cut to required profile.
Supplying man power along with necessary spades, shovels, punjas, ropes, small special spades, rain coats, broom, mop etc, minimum two labours per day and maximum any number of labour as and when decided by Engineer Incharge to work for eight hours per day to carry out the cleaning work, loading work etc as directed by Engineer Incharge.
Part B: Electrical works SITC of Light point wiring as per TSS 95
Primary switch box points with 2.5sqmm FRLS wire
Secondary switch box points with 2.5Sqmm FRLS wire
Primary lighting points with 1.5Sqmm FRLS wire
Secondary lighting points with 1.5Sqmm FRLS wire
Switchbox point for Wall mounting fan & Camera
SITC of Lighting fixtures as per TSS 96
12W LED Downlight Round type approx 150mm diam
LED Strip/Rope Light with Al channel
20 watts 4 ft LED lighting fixture batten type.
Street light, outdoor, LED 36 W with GI pipe
SITC of Power point wiring as per TSS 97
Primary power points with 2.5sqmm FRLS wire
Secondary power points with 2.5sqmm FRLS wire
Power point for A/C and geyser with 4.0sqmm Cu wire
SITC of Distribution Boards as per TSS 98
8 Way, TPN DBs with RCCB (63A MCB + 2P RCCB ) as PPI.
8 way, VTPN DB 125A MCCB as incomer and 32A 3P MCB 8 Nos with Earth Leakage Module
SITC of Power Cable as per TSS 99
SITC of cable for Underground installation of 4 C X 2.5 Sq.mm. Cu conductor cable
SITC of cable for Underground installation of 4 C X 4 Sq.mm. Cu conductor cable
SITC of cable for Underground installation of 4 C X 25 Sq.mm. Al conductor cable
SITC of cable for Surface installation of 4 C X 2.5 Sq.mm. Cu conductor cable
SITC of cable for Surface installation of of 4 C X 10 Sq.mm. Al conductor cable
SITC of cable for Surface installation of 4 C X 25 Sq.mm. Al conductor cable
SITC of cable for Surface installation of 3.5 C X 70 Sq.mm. Al conductor cable
SITC of cable for installation in Underground excavated trench/hume pipe/GI Pipe/Surface of of 3.5CX 185 Sqmm Installation
SIT of End terminations as per TSS 100
4 C x 25 Sq.mm
4 C x 2.5 Sq.mm
4 C x 4 Sq.mm
4C X 10 Sq. mm Cable
3.5C X 185Sq. mm Cable
4CX 70 Sq.mm. Cable
SITC of MCB with MS Enclosure as per TSS 101
32A, 4P, MCB, D-curve with m enclosure
63A, FP MCB, D-curve with m enclosure
2P, 10A MCB with Weather Proof m enclosure
SITC of 4 way FRP Junction Box as per TSS 102
SITC of Earth Station as per TSS 103
SITC of Earthing strip/wire as per TSS 104
25mm x3 mm copper strip
14 SWG copper wire
SITC of MS supports & m Box as per TSS 105
Supply & installation of MS supports
Supply & installation of MS box
Excavation as per TSS 106
Soft Soil
Hard Rock/Road
SITC of Hume Pipe as per TSS 107
SITC of new Power Panel and removal of Old skeleton Panel as per TSS 108
Removal of cable/ PVC conduit /casing upto 50mm dia capping as per TSS 109
Removal of all type of Lighting fixture /Fans/DB/starters/TPN switch etc as per TSS 110
SITC of cable Trays as per TSS 111
SITC of DOLstarter as per TSS 112
1 HP Motor DOL Starter
2 HP motor DOL starter
5 HP motor DOL starter
7.5 HP motor star Delta starter
10 HP DOL Starter
SITC of BLDC Wall Mounted fan sweep 400mm as per TSS 113
SITC of Exhaust Fan as per TSS 114
200/225 mm sweep
Size 300mm sweep
SITC of Metal clad box Socket with Metal Box (100mmx100mmx50mm)as per TSS 115
PCC work as per TSS 116
PVC casing-caping 38x25 mm size as per TSS Nos117
3 feet or 1 m patch cord as per TSS Nos118
CAT-6 Cable as per TSS Nos119
CAT-6 Cable termination as per TSS Nos120
Triple RJ 45 I/O with plate suitable for installation in DLP Trunking with termination as per TSS Nos121
Removal of existing 12 U network rack and installation of the 12 U network rack at new location as per TSS Nos122
Installation of existing 24 core single mode optical fiber cable as per TSS Nos 123
Splicing of 24 core single mode optical fiber cable in existing LIU as per TSS Nos124
Part C: Mechanical Works - Supply, installation, testing & commissioning of 3.0 TR Nominal cooling capacity Floor Standing Split Air Conditioners comprising of indoor unit, out door unit having copper condenser coil & one cordless remote control for each machine, suitable for minimum total pipe length of 20 m & elevation difference of 10 m as per Technical Specification Sheet -01.
Supply, installation, testing and commissioning of double skin, Direct Expansion Treated Fresh Air Unit of cooling capacity 16.5 TR and Air Flow 1500 CFM at 40 mm of WC having intertwined copper coil (3 independent refrigerant ckt) complete with fan, motor, pre & fine filter, PVC eliminator, discharge damper and other standard accessories as per Technical Specification Sheet -02.
Supply, installation, testing and commissioning of 16.5 TR (5.5 TR X 3 Nos) Air Cooled Condensing Unit complete with refrigerant, compressor, air cooled condenser, fan, expansion devices (3 Nos), safety interlock, refrigerant piping, isolation valves, drier and other accessories required for integrating with Treated Fresh Air Unit (TFU) under item Nos 126 and commissioning at site as per Technical Specification Sheet -03.
Supply, installation, testing and commissioning of weather proof, microprocessor controlled power cum control panel for integration of Treated Fresh Air Unit and Air cooled condensing units complete with, contactors, indicators, amm, voltm, interlocks, safety cutouts, sensors, MCB, OLP and other standard accessories as per Technical Specification Sheet - 04
Supply and installation of Good Refrigeration Quality Copper Tubing minimum 0.8 mm thick along with sleeve type nitrile rubber insulation wrapped with monsoon tape for integration of treated fresh air unit and condensing unit i.e. interconnection of evaporator coil of TFU with outdoor unit (ODU) as per Technical Specification Sheet-05. (NB: Each running m of copper tubes will consists of one m each of suction & discharge line (22.2/19.05 mm & 12.7/9.52 mm or as per OEM), four core x 4.0 sq. mm or suitable cable and insulation together).
Supply, installation, testing and commissioning of modular double skin Air Washer Unit of air flow capacity 4000 CFM at 40 mm of WC complete with fan, motor, pre & fine filter, cooling pad, distributor, pump, piping, valves, discharge damper and other standard accessories as per Technical Specification Sheet -06.
Supply and installation of PVC DLP Trunking of approx. size105 mm x 50 mm required to enclose refrigerant piping along with thermal insulation, cabling and drain piping etc.at site as per Technical Specification Sheet -07.
Supply, installation, testing and commissioning of Mixed Flow Centrifugal Fan of air flow capacity 2500 CFM at 40 mm of WC suitable for commercial kitchen exhaust ventilation system complete with fire resistant motor, base frame and associated accessories required for installation on slab cut-out as per Technical Specification Sheet -08.
Fabrication, supply and installation of Kitchen Exhaust Hood of approx. size 5000 mm x 1200 mm fabricated out of 18G thick SS 304L sheet complete with suitable mounting arrangement, baffle type grease filters, LED lighting, wiring, oil drain & collection tray etc. and other standard accessories as per Technical Specification Sheet -09.
Fabrication, supply and installation of Air Curtain of following sizes made of Aluminium powder coated body and plastic/metallic impeller complete with motor, speed regulator (low & high) and other accessories as per Technical Specification Sheet -10.
Length 1800 mm approx.
Length 1200 mm approx.
Supply of material, fabrication and installation Air Duct fabricated out of 1.0 mm thick SS304 sheet complete with SS angle stiffeners, fasteners etc.as per Technical Specification Sheet -11.
Supply of material, fabrication, installation and commissioning of Air Duct fabricated out of 16 G thick Aluminium sheet complete with Al angle stiffeners, fasteners, flange etc. as per Technical Specification Sheet -12.
Supply and installation of Air Grilles/Diffusers fabricated out of aluminium extruded section duly powder coated along with volume control damper as per Technical Specification Sheet -13.
Supply, installation, testing & commissioning of 1.5 TR, 3 star (min) rated variable speed Split Air Conditioners comprising of indoor unit, out door unit having copper condenser coil & one cordless remote control for each machine suitable for minimum total pipe length of 25 m & elevation difference of 10 m. The cost of the unit shall be included 6 M each of suction, discharge line, drain and 4 core 4 sq. mm cable and other accessories required for installation as per Technical Specification Sheet -14.
Supply and installation of manually operated heavy duty opposed blade type Multi Louvered Volume Control Dampers in Stainless Steel Constriction of sizes suitable as per site requirement with outer body frame & blades fabricated out of 1.2 mm thick and 1.0 mm thick SS 304 sheet respectively as per Technical Specification Sheet -15.
Supply, fabrication and installation of Stainless Steel structural work consisting of angle, channel, pipes, plates etc. required for hood, SS duct support etc. as per site requirement and Technical Specification Sheet -16.
Supply and installation of 25 mm or suitable dia. UPVC hard pipe for drain line including bend, tee, unions, clamp etc. wrapped with 3mm thick insulation tape as per Technical Specification Sheet -17.
Supply and installation of portable Condensate removal Pump of capacity 85 GPH (min) and 6 m head and other accessories as per Technical Specification Sheet -18.
Supply and installation of 500 cfm capacity 350 mm dia Wall Mounted Exhaust Fan in Nosn-metallic construction with gravity louvers as per Technical Specification Sheet -19.
Supply, fabrication and installation of Mild Steel (m) Structural work consisting of angle channel, pipes, roof sheet etc. required for Al duct support, base frame of AC units, AHU etc. painted with metal primer and two coats of enamel paint as per site requirement and Technical Specification Sheet -20.
Removal and reinstallation of control and / power panel of existing cold storage as per instruction of EiC with all consumable material and Technical Specification Sheet -21.
PRAGATI INFRAINTERIORS PVT LTD (BID ID -3237284)
Jai Malhar Constrction (BID ID -3237359)
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