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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.4 CrAccepted-AOC ROMA BANJARA TANDA CHS BUILDING NO 1 ROOM NO 506 MANKHURD W MUMBAI 400 043 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400043 | ₹2.4 Cr | L-1 | Accepted-AOC Being L-1 |
| 2 | L-2₹2.6 Cr+₹19.7 L (8.19%)Rejected-Finance | ₹2.6 Cr+₹19.7 L (8.19%) | L-2 | Rejected-Finance Being L-2 |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
19 May 2023, 3:00 pmClosed
CE, CED
CED, BARC, Trombay, Mumbai
Up-gradation of old MS doors with new fire resistance doors at Mod. Labs. and Maintenance works related to Civil and PH works at Mod Labs., SCF building, Bank and Post Office and other buildings for Year 2023-2024, North Site, BARC, Trombay, Mumbai.
2023_BARC_749024_1
BARC/CED/ET/03/2023-2024 Dated 11.04.2023
Open Tender
Civil Works
Item Rate
547 days
Mod Lab, SCF bld. Bank, PO BARC, Trombay
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹4.5 L
Yes
27 Jul 2023
13 Apr 2023
25 May 2023
18 Apr 2023
19 May 2023
18 Apr 2023
Amount
Dismantling Plain Cement Concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200m 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 100m lead as per direction of Engineer-in-charge.
Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge
Dismantling brick bat coba cement based water proofing over roof and chajjas carefully without damaging adjacent structures including lowering and stacking of materials and dispoal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge
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
Dismantling old ceiling plaster carefully and cleaning the surface for plaster including scaffolding, disposal of rubbish to the dumping ground within 100 m lead, cutting of 2nos. of 10 mm M.S. Rod per Sq.m. if required etc. complete including protecting the permanently fixed laboratory equipments, other equipments, fragile materials etc. while dismantling. After dismantling and disposing the rubbish, providing and applying white cement based wall putty (Birla wall Care or approved equivalent) over concrete or Plastered surface minimum 3 mm and up to 6 mm thick including cleaning complete all as directed by the Project Engineer. 'Notes: 1. Fan coil units, fixed equipments in lab etc. to be covered with tarpolene/plastic cover. 2. While dismantling plywood platforms should be fixed on the scaffolding to protect the underlying equipments. This item includes bringing dismantled debris/rubbish from all the floors to the dumping ground within 100 m lead. Dismantling of plastering should be done by chiselling and mechaical means without damaging the RCC.
For ceiling height up to 4m above FFL
DISMANTLING TILE WORK IN FLOORS AND ROOFS laid in cement mortar including stacking material within 100m lead for thickness of tile up to 25mm etc. complete as directed by Engineer in charge.
DISMANTLING TILE WORK IN FLOORS AND ROOFS laid in cement mortar including stacking material within 100m lead for thickness of tiles above 25mm and up to 40mm.
Removing / dismantling the following pipe lines by mechanical /Manually with all connections, including chiselling and removing the embedded portions, all inter connections and proper plugging of the inlets and outlets to prevent water flow etc. from all the floor level, stacking of dismantled materials at the location as directed by Project Engineer.
15mm dia to 50mm dia GI/PVC/PPR/CPVC pipe lines at all heights.
Above 50mm dia upto 150mm dia GI/PVC/PPR/CI pip lines at all heights.
Dismantling false ceiling/Partition walls of Auminium or Gypsum board, Cement asbestos, celotax or other materials etc including stacking of serviceable materials and disposal of unserviceable materials with in 100m lead.
Dismantling doors, windows and clear storey Openings (Steel / wood) shutter including chowkhats, architraves, hold fasts etc. complete and stacking within a 100 m lead as directed by Engineer-in-charge. 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
Removing the damaged PVC Flooring carefully including removing the resins sticking on the floor, cleaning the floor carefully stacking the serviceable materials at places shown and disposing the unserviceable materials within 50 m lead at places shown complete as directed by the Engineer-in-charge.
Removing bitumen based/chemical based waterproofing Treatment with synthetic wire mesh from terrace,chajjas etc disposing within 50 mtr
Providing and Fixing 3.00 mm thick Homogeneous PVC sheet / tile / strips in flooring and skirting of aproved make in approved pattern on a smooth and damp prrof base using rubber based adhesive of approved quality and manufatrer like Dunlop-S -758, Fevicol SR 998, PolyGrip SP or equivalent including levelling small undulations with plasterof paris if required, rolling with light wooden roller weighing about 5 kg all complete as directed by Engineer-in-charge in approved colour and shade.
Providing and fixing 35 mm thick flush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete. 'Note: Measurements for payments will be based on finished area of shutter size
Extra over for providing and fixing flush doors with decorative veneering in one side and commercial plywood finish in other side. 'Note: Measurements for payments will be based on finished area of shutter size.
Extra over flush door shutters making rebate for double leaf shutters of all sizes, thickness and finishes complete as per the drawings
Providing II Class teak wood work in frames of doors, windows, clear story openings and other frames, wrought framed and fixed in position of required size and shape including sawing, jointing,making rebates for shutters, making grooves as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick, 200 mm long / with coach screws including protective painting to the suface that will come in contact with walls, joining materials, labour etc. complete all as per specifications and as directed by the Engineer-in-charge Note : Timber to be got approved by the Engineer-in-charge before manufacturing.
Extra for providing vision panel not exceeding 0.1 sqm in all type of flush door including fixing 4 mm clear glass with necessary teak wood beadings complete all as per specifications and as per drawings.
Providing and fixing 25 mm thick Colour PVC Integral Sheet door shutters flush door of approved colour, of approved make or equivalent, design, colour and fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges, Fixing of Stoppers, tower bolts, baby latch, aldrop, handles etc.wherever required with S.S. screws (Stopper, Tower bolt, Baby latch, Aldrop, Handels etc Shall be supplied by department) etc. complete as per specifications and as directed by Engineer-in-charge. Note : The door should satisy the following technical parameters as under: 1. Density : 0.475 to 0.55 g/cc, 2. Hardness (Shore 'D'): min. 55, 3. Water absorption : max. 1 %, 4. Tensile strength : min. 13 MPa, 5. Elongation : min. 15 %, 6. Flextural Strength min. 30 MPa, 7. Compressive Strength at 10% Deformation : min. 3 MPa, 8. Vicat Softening Temperature: more than 75 Deg Celcius 9. Flammability: classification B : S3 : D0 (to be tested as per NF EN 13501-1 standard)
Supplying 6 mm thick commercial plywood of approved make conforming to IS of size (8' x 4') in Mod Lab, CED store, stacking complete as per specifications and as directed by the Engineer-in-charge.
Supplying 12 mm thick commercial plywood of approved make conforming to IS of size (8' x 4') in Mod Lab, CED store, stacking complete as per specifications and as directed by the Engineer-in-charge.
Supplying 18 mm thick commercial plywood of approved make conforming to IS of size (8' x 4') in Mod Lab, CED store, stacking complete as per specifications and as directed by the Engineer-in-charge.
Supplying 3 mm thick Teak veneer of approved make of size (8' x 4') in Mod Lab, CED store, stacking complete as per specifications and as directed by the Engineer-in-charge.
Providing and fixing single point lock cum handle for aluminium openable windows / top hung shutters complete all as per specifications and as directed by the Engineer-in-charge.
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) Minimum anodizing thickness of 15 micron
Extra over above item for providing Colour Anodizing / Dyed anodizing Aluminium Sections of approved colour
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 Float glass panes of 5.00 mm thickness
With clear Float glass panes of 6.00 mm thickness
With Frosted glass panes of 6.00 mm thickness
Providing and fixing 4 Lever Mortice Lock of approved make suitable for aluminium sections
Provoding and fixing 12mm thick calcium silicate board of approved brand and manufacture in panelling fixed aluminium partition frames with C.P brass/stainless screws etc. Filling the joints with approved putty to get a seamless joints complete as per Architectural drawing and direction of Enginee-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 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 6 mm thick mirrors of approved make with bevelled edges complete with 6 mm thick Plain asbestos sheet back ground fixed to walls with consealed type Mirror C.P. brass screws and concealed washers complete. all as per specifications and as directed by the Engineer-in-Charge.
Providing and fixing 15-17 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Jet Black colour for kitchen platforms, vanitiy counters, wash basin counters, door frames, window sills, facias and similar locations of required size of approved shade, 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 edges to give high gloss finish etc. complete at all levels
Supply of manpower for carrying out various carpentry maintenance works with necessary tools such as chiesel, hammer, wood planner, screw driver, wood saw, tape etc. to attend wooden and aluminium carpentry maintenance work and also seasonable departmental work ,alloted by the Engineer -in -charge on daily basis. Note :- Carpentary tool kit to be arranged by contractor at his own cost.
Skilled Manpower (Carpentry & Pumbing Work)
Unskilled Manpower (Carpentry & Pumbing Work)
Supplying the following material confirming to IS specifications, approved make in Mod Lab, CED store, stacking complete as per specifications and as directed by Engineer-in-charge.
D Type aluminium handle 175mm X 125mm X 12mm
Stainless steel Towerbolt 150mm X 12mm (SS304)
Aluminium Baby latch 75mm X 12mm
Aluminium die cast body tubular type universal door closer
Stainless steel Hinges 125mm X 65mm X 2.8mm (SS304)
Godrej Mortise lock Universal (6 Levers)
6mm thick Fibre cement board
4 lever Mortce Lock for aluminium partition (Dead Lock)
6mm thick clear solid U.V. resistant Polycorbonate sheet
Godrej Universal Furniture lock (2333)
Fevicol pack of 1 kg each
Stainlesss screw Size 38x8 Box (Packet of 100 nos of Screws)
Wood Screw Size 50x8 Box (Packet of 100 nos of Screws)
Wood Screw Size 35x8 Box (Packet of 100 nos of Screws)
Supply the following heavy quality plumbing fittings/materials conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge.
15 mm dia CP brass Bib cock of approved type and make.
15 mm n.b. CP Brass Pillar cock of approved make and type.
15 mm n.b. CP Brass Angle cock of approved make and type for inlet of wash basin / flush cistern etc.
Heavy Quality CP Brass Bottle trap 31 / 32 mm of approved make for wash basins / urinal etc.
C.P Brass towel rail 600 mm long of approved make with 30 mm CP brass screws with concealed fitting arrangement.
15mm CP brass 2in 1 bibcock and angle cock combination of heavy quality approved make as per specifications and as directed by the Engineer-in-charge.
Health Faucet (JET spray) with 1.00 metre long flexible tube connection in European/Anglo Indian closet under seat cover complete as directed by the Engineer-in-charge.
Heavy Quality 32 mm Dia and C.P. Brass waste coupling for wash basin and sink, of approved make, size and quality.
PVC inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15mm dia 450mm long.
15mm brass spindle suitable for "Jaquer" make CP brass fittings.
Tefflon tape ( 12 m length ).
Holdtite 500gm box.
Supply of 31/32mm dia PVC bottle trap.
32mm dia PVC Flexible waste pipe.
Vertical type, wall mounted, heavy duty stainless steel liquid soap dispenser of approved make. ( 500ml )
Black/white solid plastic seat with lid of approved make including CP Brass / SS bolts, screws etc. for pedestal type W.C/Anglo Indian type .
150mm dia PVC float suitable for 25mm to 50mm ball cock of overhead water tanks of approved heavy quality.
Brass arm rod 300/350mm long for ball cocks suitable to PVC Ball for Over head tanks of approved heavy quality.
32mm n.b of approved make heavy quality flush valve with approprite fittings as required for flush valve complete as directed by the Engineer -in-charge.
PVC low level / High level flushing cistern 10 litres capacity (approved make) in White colour with flush pipe with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures etc. complete as per specifications and as directed by the Engineer -in-charge.
white vitreous chinaware wash basin of size 550 x 400 mm including C I Brackets of specified of approved make etc. complete all as per specifications and as directed by the Engineer-inCharge
Urinal (Flat Back)White size 640x410x380 mm including brackets of specified of approved make etc.complete all as per specifications and as directed by the Engineer-in-charge
white vitreous china (Anglo Indian type WC pan) water closet ( universal) including seat of approved pattern of approved make
white vitreous Orissa pattern W.C. pan of size 580 x 440 mm of approved make
white vitreous china (European type/wash down type ) water closet pan of approved pattern of approved make.
Stain finish stainless steel AISI 304 (18/8) kitchen sink of size 610 X 510mm without drain board and bowl size 545 X 445 X 200 mm depth as per IS 13983 of approved make, with C I brackets
C P brass ball cock of Techno make or approved equivqlent-25 mm dia
C P brass ball cock of Techno make or approved equivqlent-50 mm dia
Sun (Jute) for G.I. Pipe
15 mm brass spindle sutable for Two way
15 mm brass spindle sutable for Three way
PVC inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15mm dia 600mm long.
Chinaware P Trap
Supply the following heavy quality GI fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. G I Union
15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
80mm dia
Supply the following heavy quality GI fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. G I elbow
15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
Supply the following heavy quality GI fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. G I Reducer elbow/ Coupling
20X15 mm dia
25X20 /25X15mm dia
32X25/20mm dia
40X25/20 mm dia
50X40/32/25/20 mm dia
75X50 mm dia
Supply the following heavy quality GI fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. G I Tee
15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
Supply the following heavy quality GI fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. GI Socket
15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
Supply the following heavy quality GI fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. GI Double (Hex) Nipple
15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
Supply the following heavy quality GI fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. G I Plug
15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
Supply the following heavy quality GI fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. G I Reducer Tee
20X 15 mm dia
25X 20/15 mm dia
32X 25/20 mm dia
40X 25/20mm dia
50X32/25/20/40 mm dia
75X50 mm dia
Supply the following Heavy quality (C-Class) TATA make Galvanised Iron pipes with ISI marked all as directed at site by EIC.
15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50 mm dia
80 mm dia
Supply the following Chlorinated PVC (CPVC) pipes having thermal stability for hot & cold water supply and drainage as directed by the Project Engineer/EIC.
CPVC pipes 40 mm Dia
CPVC pipes 50 mm Dia
Supply the following CPVC pipe fittings as directed by the project Engineer/EIC
50 x 50 mm / 50 x 40 mm Tee
50 x 50 mm bend / 50 x 40 mm reducing bend
50 x 50 mm / 50 x 40 mm reducing socket
50mm / 40mm dia plug
Supply the following CPVC Brass -M T / FT fittings as directed by the Engineer -in -charge
50 mm dia
40 mm dia
Supply the following approved quality CPVC MT / FT (Plastic)fittings as directed by the Engineer -in -charge
50 mm dia
40 mm dia
Supply the PVC -M T / FT of 50 mm dia fittings as directed by the Engineer -in -charge
Supply the PVC -Elbow /socket/Tee/Cap fittings as directed by the Engineer -in -charge
Supplying M Seal-250 gms as directed by EIC.
Supplying Drip Seal-500 gms as directed by EIC.
Supplying WD40-Rust Remover-280 ml as directed by EIC.
Supplying of approved quality Chokeup pump as directed by EIC.
6" Dia with long handle
4" Dia with long handle
Supplying approved quality quarter turn brass ball valve as directed by EIC.
15 mm dia
20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
Supplying approved heavy Quality C P Brass waste coupling for sink, of approved make, and quality as directed by EIC.
100 mm dia
Supplying approved quality white cement of 1 kg bag as directed by EIC.
Lead charges for lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. - Debris 'Note: The rates in respect of this Item is applicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement.
Supplying, stacking and laying of 230mm 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.
Providing and laying in position CEMENT CONCRETE OF 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20mm) 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 nominal size 20mm) 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.
Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings 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 super structure
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 superplasticiser) 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 and as directed by the Engineer-in-charge.
Providing REINFORCEMENT FOR REINFORCED CEMENT CONCRETE at all levels including supplying, preparation of bar bending schedules,cutting, bending, transporting, fixing, tieing in position with 1.6 mm dia soft drawn annealed binding wire all labour charges, cost of cover blocks in specified grade of concrete etc. complete including cost of binding wire 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. supplied by the contractor confirming to IS:2062. All test reports to be provided along with the supply of the materials. Notes: 1) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 2) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 3) Electrodes manufactured by M/s. Advani Oerlikon, ESAB India, Indian Oxygen and D&HSECHERON only shall be used.
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, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge
Up to and including 300 mm Joists, 350 mm channels, and below sections using materials confirming to IS:2062. All test reports to be provided along with the supply of the materials. Notes: 1) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 2) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 3) Electrodes manufactured by M/s. Advani Oerlikon, ESAB India, Indian Oxygen and D&HSECHERON only shall be used.
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 Half brick masonry using Flyash/ Flyash Lime bricks with minimum 70 kg / Sq.cm strength of approved make and size in partition walls in C.M 1:4 (using crushed sand) including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement in Super Structure up to Floor - II level. (Reinforcement will be paid under relevant item)
Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications.
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.
Providing and Laying Autoclaved Aerated cement block masonry of approved make with specified thick AAC Blocks in Super structure above plinth level up to 20 m height in cement mortar 1:4 (using crushed sand). The rate shall also include providing and placing in position 2 nos of 8 mm dia bars at every third course of the masonry work.
Closing of opening of approximate size up to 250mm X 250mm with 230mm/half brick thick in Cement morter 1;6 including Plastering at both sides in wall junctions of drain lines to prevent entry of rats inside labs all as directed at site by the Project Engineer.
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 laying (IPS Flooring) cement concrete flooring 1:2:4, using crushed sand 50 mm thick finished smooth to the required level, finishing with a floating coat of neat cement including cement slurry, providing and fixing 25 X 3 mm aluminium strip, curing, cleaning the surface neatly at the time of handing over the area complete as per specifications and drawings as directed by the Engineer in charge
Electrical welding (6 mm Fillet) including transporting Electrical welding plant to the site etc. complete
Filling the gap between aluminium frame, section, granite, glass/ ACP joint by providing weather silicon sealent over backer rod of approved quality as per direction of Engineer-in-charge complete.
Providing and fixing GI pipes for rain water spouts in chajjas, etc. using using 40mm n/b GI pipe heavy quality (C-Class) including cutting & fixing all as directed by the Engineer-in-chargecomplete.
Collecting of structural steel scrap and cutting into pieces and stacking the same as instructed by Project Engineer at various locations of BARC, Trombay Mumbai.
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 and fixing 1st quality ceramic glazed floor tiles of minimum 300 - 600 mm long and 300 - 600 mm wide and thickness not less than 6 mm conforming to IS 15622 of approved make in all colours and shades as approved by Engineer-in-charge over a bed of 20 mm thick bed of cement mortar 1:4 (using crushed sand) and jointing with grey cement slurry including pointing with white cement based Tile grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Enginner-in-charge
Providing and fixing Glazed VITRIFIED floor tiles of approved make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish 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 X 600 mm
Add Extra over for using polymer mortar in place of cement mortar
Providing and fixing of Hollow metal fire rated doors as per IS 3614 part-1 & part-2 for stability and integrity. Pressed Galvanized steel confirming to IS 277 with the following specification. Recommended fire door shall have doors tested at CBRI or ARAI for maximum rating of 2hrs with vision panel. Test certificates should be available for vision lites /panels as part of the fire door assembly. Independent glass test certificates will not be accepted. Manufacturer test certificate shall cover doors both single and double leaf and all doors supplied should be within the tested specimen, deviation in specification and sheet thickness other than what is mentioned in the test certificates are not allowed. Proper label confirming the type of door and the hourly rating is mandatory.Door frame shall be double rebate profile of size 143 x 57 mm made out of 1.60mm (16gauge) minimum thick galvanized steel sheet. Frames shall be Mitered and field assembled with self tabs. All provision should be mortised, drilled and tapped for receiving appropriate hardware. Rubber door silencers should be provided on the striking jamb. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Once frame installed should be grouted with cement & sand slurry necessary for fire doors on the clear masonry opening. Door shutters shall be of G.I sheet 18 gauge thick with necessary stiffners. Thickness of the door shutter shall be as per design or minimum 40 mm) All doors and frames shall be finished with polyurethane aliphatic grade paint of approved colour. The door leaf and frame shall have passed minimum 250 hours of salt spray test.
2 hr fire rated Single leaf door single/ double leaf of specified size : (Sakthimet doors or approved manufacturers having CBRI certificate)
Extra over for above item for Providing and fixing following ffittings for Hollow metal doors as per specifications and as directed complete:
Ball bearing Hinges- BB4330/ BB3090
Door Closer TS 71- DORMA- Std Arm
Dorma- Dead Lock with both side Key Cylinder
Dorma - SS Pull - H- Type handle- 32mm Dia & 600 mm Long
Fire rated Clear Glass 6mm thick- 200mmx 300mm For vision pannel
Dorma- concealed Flush Bolt- 300 mm for Double door shutter
Four point SS panic bar with external Trim
Supplying and fixing Rolling shutters of approved make as per ISI standards made out of required size of MS lathes 18 gauge interlocked together throughout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M. S top cover of required thickness for rolling shutters
Rolling shutters gear operated type with handles including top hood 0.90 mm thick
Extra over the cost of rolling shutters for providing wicket gate of specified size in the M.S rolling shutters including fixing with fixing arrangements, hinges, locking arrangements, frames etc. all as per standard specifications and as directed by the Engineer-in-chargecomplete.
Extra over the cost of rolling shutters for providing and fixing motorized arrangements( with remote & manual operation) including designing, control panels, limit switches,required wiring and cables from panel to motor and required size of shaft etc of approved make all as per standard specifications including commisioning and testing complete as directed by the Engineer-in-charge.(only power supply point will be provided)
For rolling shutters up to 15.00 sq.m opening area.
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 but excluding 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 (Aluminium frame work will be paid under reelevant item) 'Note : ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site.
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 structural repairs in old damaged concrete structures / surfaces with approved Polymer with following operations 1) Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water 2) Cleaning the re bars with Acetone for complete rust removal and washing with water to make the surface clean. 3) Applying protective coat / bond coat using polymer and cement in the proportion of 1; 1.5 (1 part of polymer and 1.5 parts of cement in synthetic enamal paint like consistancy with brush 4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg ; silica sand 37.50 Kg. mixed with 10 litres of Polymer (or 1 Kg cement : 1.75 kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer) '5) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per 2 above to be applied and further thick of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed at site using approved polymer suitable for structural repair shall be used) 'Note: Scaffolding will be paid separately under relevant item
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
Making connection of distribution branch with G.I main of 50 to 80 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 applying two coats of anti-carbonation paint of approved colour and shade of approved manufacturers on concrete surfaces (ceilings, beams, columns etc.)
Pressure grouting with cement slurry from inside of slab and wall of water tank ,including fixing neeple ,necessary pump for grout all mateial ,labour,etc complete as directed by the Engineer-in-charge
Providing and fixing aluminium hanging heavy quality floor door stopper ISI marked with twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete.
Providing and applying French spirit polishing for wooden sufaces with two coats on new works including a coat of wood filler to form a uniform neat finish as directed by the Engineer -in-charge and / or as per the specifications complete as directed by the Engieer-in-charge
Providing, applying wall painting two coats with Lustur paint of approved brand to give an even shade over a coat of cement primer including preparation of the surfaces, scaffolding complete. as per 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, applying wall painting two coats with Lustur paint of approved brand to give an even shade with out cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
Providng and fixing Aluminium Grill 10 mm thick in natural Silver anodising of min 15 Microns with a opening size of 80 mm x 66 mm and Minimum weight of 3.13 Kg/ Sq.M including providing anfd 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.
Providing and painting TWO coats of synthetic enamel paint on new wooden surfaces of approved brand and manufacturer of required colour to give an even shade over an under coat of suitable shade primer of approved brand and manufacturer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
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
Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
Providing and treating the OLD surface ANTI FUNGAL treatment : i) entire old paint to be scrapped out ii) The neeru / cement punning to be removed by chipping completely iii) one coat of BIOWASH to be applied iv) entire surface to be finished with White cement based Wall putty of approved make to get uniform undulation free surface complete as directed by the Engineer-in-charge
Providing and painting, finishing with antifungal paint with two coats over treated surface all as per manufacturer's specifications and as directed by the Engineer-in-charge
Providing FLUSH pointing on stone masonry with cement moratr 1:3 using crushed sand as per specifications and as directed at site by the Engineer-in-charge
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.
Core cutting in RCC beyond 100 mm up to and including 150 mm Dia as directed by the Engineer-in-charge.
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 100% SFMC
Providing, Supplying and replacing in position wherever required the following parts after removing the damaged old part carefully including all labour, taxes, duties, scaffolding, transport, welding, drilling, grinding, tools, tackles etc. and with applying one coat of primer wherever required, including transporting the dismantled M.S/ metal scrap and depositing at Trombay stores as directed by the Engineer-in-charge at site. Up to 5.00 M Height
G.I .lathe sections 75mm wide & 18g thick
M. S. bottom rails (pressed type 10G with locking arrangement, handles, etc. in both ends and sides.
Providing, supplying , fabricating and assembling Shaft asembly for Rolling shutters using Heavy M.S. Pipes, springs & ring pully complete including erection.
Providing, supplying , fabricating and fixing M.S. hood cover with 0.90 mm thick M.S sheet with supports for rolling shutters complete including erection
Providing, supplying and fixing M.S. guide channals with supports for existing rolling shutters complete including erection.
Providing, supplying and fixing gear wheel to existing rolling shutters complete including erection. (a) 250 mm Dia
Providing, supplying and fixing gear wheel to existing rolling shutters complete including erection. (b) 325 mm Dia
supply of following heavy quality CP brass fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge.
Presstomatic series Auto shut Urinal Flush cock of 15 mm dia for urinals in G.I. lines making leaking tight, testing etc complete.
15 mm CP Brass Urinal spreader size with 1/2" BSP thread and shapes, weighing not less than 60 gms of approved make and type.
Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge
Providing & fixing in position heavy duty butterfly Valve with Wafer type,without lugs suitable for clamping between flanges as per ANSI B16 .1 etc of M/S LEADER Valves Ltd or approved equivalent conforming to IS:13095 including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification.
For 50 mm dia pipeline
For 80 mm dia pipeline
Providing, laying , jointing, fixing and testing heavy quality (ISI Marked 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, 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, all as directed by the Engineer-in-charge. Pipes with ISI marked 'C' -Class heavy quality pipes of approved make.
50 mm dia G.I pipe
80 mm dia G.I pipe
Supplying position heavy pattern screw down gun metal gate valve with handles and wheels as directed by the Engineer-in-charge
Providing and fixing PVC rain water pipes conforming to relevant IS type B and PVC SWR fittings & specials conforming to relevant IS including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps etc complete all as per drawings, specifications and as directed by the Engineer-in-charge
SWR PIPE 90 mm O/D
SWR PIPE 110 mm O/D
Providing and fixing M/s. Hilti Anchor HST stud type 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 and as directed by EIC. HST stud type M-12X115 mm long
Providing and laying brick bat coba in laying brick bats with mortar using broken brick bats 25 mm to 50 mm size with 50% of cement mortar 1:4 (using crushed sand) admixed with proprietary water proofing compound as per manufacturer's specifications conforming to relevant IS and approved by Engineer-in-charge over 20 mm thick layer of C.M 1:4 (using crushed sand) to required slope complete as directed by the Engineer-in-charge.
Providing and fixing in position suspended false ceiling system using 12 mm thick calcium silicate boards 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 perifery 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 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 injecting approved non cementitious grout in proportion recommended by the manufacturer into cracks/holes/gaps/honey-comb area of concrete of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-charge. Note: The measurement will be made on the basis of actual weight of approved grout powder utilized for grouting.
Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Technician having minimum SSC or Trade certificate in Masonary/Plumber/Carpenter/Painter Trade of less than one year duration from ITI/Government Recognised Vocational Training Institute. (2) Deployment: The contractor shall deploy one Technician for each job as single day work , for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3)The contractor shall carry out number of jobs per day as per requirement at site. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Technician exclusively for the particular job. (5) Technician should be engaged after scrutiny of BARC Engineers/Engineer-in-charge and approved by Competent authority and the deployed technician will report to Engineer/ Engineer-in-charge.
Carrying out construction safety implementation works like daily walk through survey, monitoring and complaints of safety requirements, implementing usage of safety gadgets, ensuring safety norms at work site, reporting unsafe conditions to the Site Engineer and preparation of safety reports all as directed by the Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Safety Steward having minimum SSC with one year of construction safety field experience or SSC with certificate course in Construction Safety by MSME or equivalent Training Institute. (2)Deployment: The contractor shall deploy one Safety Steward for each job as single day work , for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) The contractor shall carry out 1 Job per day. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Safety Steward exclusively for the particular job. (5) Safety Supervisor should be engaged after scrutiny of BARC Engineers/ Engineer-In-Charge and approved by Competent authority and the deployed safety person will report to Engineer/ Engineer-in-charge.
Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Degree holder Engineer with 1 (one ) year experience/Diploma holder Engineer with 3 year experience /Licentiate in Civil/Construction Engineering / Technology conducted by Board of Technical Examinations / University/ Autonomous Govt / Govt recognized recognized Polytechnic/ Institute. (2)Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3)The contractor shall carry out number of jobs per month as per requirement at site. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one engineer exclusively for the particular job. (5) Engineer should be engaged after scrutiny of BARC Engineers/Engineer-in-charge and approved by Competent authority and the deployed engineer will report to BARC Engineer / Engineer-in-charge.
Providing safety Personnel Protective Equipments (PPEs) for engineers, supervisors and workers including transportation, delivery, storage in good condition ,maintaining issue records etc. as instructed by Engineer in-charge.
Safety Helmet as per IS 2925 : 1984 (Reaffirmed 2000) or EN 397 CE marked approved including helmet refill with sweat band, chin strap for carrying load on head in construction works with Cotton Head band Model (ISI and DGMS approved).
Safety helmets as per IS 2925 : 1984 (Reaffirmed 2000) or EN 397 CE marked approved including helmet refill with sweat band, chin strap, air slot for ventilation etc.,material ABS Suspension 8 point plastic craddle rachet fit adjustment, adjustable chin strap, sweat band brushed cloth on foam of approved color.
Safety jackets - reflective jacket with fluroscent colour( green, yellow, orange) ,made of 110 gsm 100% Cotton Fabric
Ear muff- lightweight with adjustable ear cup as per IS:6996 ‐1973(Reaffirmed 1998) or EN 352‐1:2002
Safety shoe- as per IS:15298 Part 2 or EN 345
Hand Gloves - with 2 Thread Poly-cotton premium quality cotton as per IS:4770–1991 (Reaffirmed 2001)
Providing and fixing APP (Atactic Polypropylene Polymer) modified pre fabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm or as per manufacturer specifications by the same membrane manuifacturer. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc. with lappingof 10 mm and 150 mm on sides and ends respectively and preparing the surface complete. and applying refective coating red oxide on top of the finished surface. (The laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane complete as per specification and as directed by the Engineer-in-charge
3 mm thick membrane reinforced with glass fibre matt
Providing, supplying, fixing in position, under floors or in walls sand cast iron pipes including required specials like bends, tees, 'Y' collars, cowl etc for soil, waste and ventilation pipes conforming to IS.1729 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.
75 mm dia sand cast iron S&S pipe as per IS:1729 with 0.90 kg lead / joint
100 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kg lead / joint
Injection Of Cracks: Providing & injecting grout with water compatible epoxy GY 257/Aradur 21/Aradur 2958 (100:16:4) pbw or GY 257/Aradur 450/Aradur 21 (100:30:10) pbw in cracks and construction joints etc. as directed by E-I-C including drilling holes approximately 10 mm diameter and up to 25mm deep @ 300 mm c/c into the existing concrete, providing, fixing and sealing the nipples, removing the nipples after completion of grouting, with pressure 2 to 4 Kg / sq. cm or as directed by E-I-C, plugging the holes with epoxy putty and / or treating these locations as directed by E-I-C. The quoted rate shall include epoxy, plant, equipment, machinery and testing of materials, labour etc. complete.
Providing & fixing PVC / Aluminum Nipples (Payment will be made for nos. of nipples fixed).
Providing & injecting Epoxy
Supplying 15 mm n.b. approved make Lab Cock of the following sizes with appropriate fittings as required for the Lab cock complete as directed by EIC.
One way Lab cock
Two way Lab cock
Three way Lab cock
Supplying washer of approved quality
Urinal Push Cock/Bib tap washer
Flush Tank Washer
Supplying of PVC pipes af approved quality
50 mm dia
75/80 mm dia
110 mm dia
Supply of PVC Fittings - Tee
40 mm Dia
50 mm Dia
75 mm Dia
90 mm Dia
110 mm Dia
Supply of PVC Fittings - Plain bend/door bend and elbow
40 mm Dia
50 mm Dia
75 mm Dia
90 mm Dia
110 mm Dia
Supply C P Brass Health faucet Header
Cutting of RCC wall with diamond sawing system including cutting the wall carefully (without dust), lowering the cut pieces and shifing at the distance of 100 m lead. The rate shall inclusive of all necessary machinery, equipment, labour, tools, etc. complete as directed by the Engineer-In-Charge. The size of wall is 4.52 Metre X 2.2 Metre X 0.63 Metre.
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 for providing nosing in steps of treads Using Kotah stone
Maintenance of departmental owned sewage manhole cleaning robot of M/s Genrobotics Innovations Pvt. Ltd. (bandicoot V 2.0) make including Honda portable generator Eu 30 is 3KVA 230 volts, Inverter generator and Ferm compressor 50 L2.OHP 1500 w CRM 1046. The item includes periodic inspection and service - 2 times in a year, General checkup -3 times in a year and additional services as per requirement and also includes the training to the operators. All labour, spares for maintening the robot in oprational condition as directed by the Engineer-In-Charge. Note : The bidder may visit the site and inspect the machine to understand the scope and condition, before submission of bid.
Cleaning of RCC Overhead tanks as per the following process:- 1. Dewatering the tank with submersible pump or with suitable arrangements, de-silting and removal of left-over dirty water up to a depth of 100 to 150 mm in the bottom. 2. The sludge shall be removed by special sludge pumps. Sludge Sucker should be a part of the High Pressure System which sucks the sludge and removes the same out of Tank. 3. The walls and ceiling shall be cleaned with mechanized high pressure jet machines by rotary jet system at 100-150 Bar pressure (150 Kg /sq cm) which should dislodge the layer of dirt, algae, fungus stuck on its surface. 4. Scrubbing machines shall be used for old stains along with cleaning chemicals if required. 5. The floor of the dirty tank should be thoroughly cleaned up by jet cleaner to remove all the accumulated dirt and the remaining sludge should than be removed by sludge pumps. 6. The dirt silt and other foreign material should further be removed by Industrial Vaccum Cleaners having Max Power of 1200 W. with suitable heavy duty rugged Motor. The equipment must handle solid particles as well to make the floor totally dirt free. '7. Subsequently, Anti-Bacterial chemicals (NON TOXIC, BIO DEGRADABLE, ECO FRIENDLY) shall be sprayed/applied to ensure total sterilization of tank from the inside. '8. Finally, the Inside of the tank should be treated with ultraviolet Radiator to eliminate further floating bacteria/virus in order to make the tank totally clean, bacteria free and safe for storage of drinking water. All the above operations should be executed by trained workers and technicians, properly dressed along with gum boots, to work as per the direction of Engineer in charge. All safety Gadgets like Safety Belts, Special Safety Ladder, Helmets, Heavy Duty Gum Boots, Electric Safety Gloves and Special Working Gloves, Safety Goggles, Masks, Aprons, ventilator fans shall be used for safety reasons. All works shall be carried out as per the directions of the EIC complete. Notes : 1. The quoted rate shall include the cost of obtaining water connections for cleaning, drain lines,storage and Cleaning equipments like Scrubbers/Wipers, Storage drums, Sludge Collectors and Cisterns, and all tools tackles and other equipment’s including safe & proper disposal of sludge and waste water. 2. Rate shall include cost of writing date of cleaning with paint using stencils after removing the old date(if any) by painting, all complete.
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
Supplying man power along with necessary plans, spades, shavels, punjas, ropes, small spacial spades, rain coats etc, minimum two labours per day and maximum any number of labour as and when decided by Project Engineer to work for eight hours per day to carryout the cleaning work, loading work etc as directed by Project Engineer.
Providing and supplying Hydra crane 08 MT capacity for the collection and transportation of scrap items, unserviceable equipments, from various location inside BARC Trombay Mumbai. Notes: 1.The rates of this shall be inclusive of machine, Fuel, Operator, Driver, Helper and other consumables etc. The contractor is required to engage skilled driver / Operator possessing valid driving license (Preferably professional). 2.The make and model of the vehicle should be less than 8 Years old, roadworthy with all valid documents. 3.The vehicle should be free from all sorts of defects and will be subjected to inspection by a representative of BARC whose decision is final and binding as regards suitability of that particular vehicle. 4. The cost of POL, maintenance of vehicle including replacement of parts, fuel, etc., wages of driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by you and BARC shall have no liability towards usage of the vehicle. 5.The rates are inclusive of all taxes if any, including Goods & Service taxes (GST). 6. In and exit time at North gate/south gate of BARC shall be strictly considered for billing / measurements / payments. Log book duly countersigned by Engineer-In-Charge to be maintained. 7. Breakdown hours and lunch break timing shall not be considered for the payments. 8. Fraction of hours shall be rounded off to nearest half an hour at time of preparing the bill. 9. BARC being a strategic Organisation, all the operators, drivers should have good credentials and shall have valid PVC, Driving licenses and address proof. They should be in a position to understand Hindi / English. 10.Cost of damages to any Government movable/ immovable property in and around the site shall be entirely borne by the contractor. 11.Required number of Manpower shall be provided as per the instructions/ Duty slip. 12. The contractor shall follow all security rules & regulations of BARC issued from time to time and no claim whatsoever will be entertained in this regard. 13. The driver and the labourers shall work as per the instructions given by the departmental Officers. 14. Advance intimation will be given to the contractor about the requirement. 15. The Trucks along with laboureres should report at North Gate, BARC at 08:30 Hrs. 16. The normal working duty of the Hydra will be 08 hours excluding half hour lunch break, work done for more than 8 hours will be claculated on pro-rata basis for each shift.
Providing & fixing 50mm wide Night Glow (Glow in tape) matter arrow with running man HSN/SAC Code 3902 including fixing at various etc. complete as directed of Engineer-in-charge.
Providing and fixing Gloe in dark boards of size 300*150mm of various letters viz. Entry/Exit/Fire Exit/Shaft/Toilet/Gents/Ladies etc. mounted on Acrilic sheet HSN/SAC code 3919 including fixing with necessary GI Chain/ S S Screws at various places etc. com,plte a sdirected by the engineer-In-Charge.
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