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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-AOC | ₹4.4 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹4.9 Cr+₹48.1 L (10.9%)Rejected-Finance ROMA BANJARA TANDA CHS BUILDING NO 1 ROOM NO 506 MANKHURD W MUMBAI 400 043 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400043 | ₹4.9 Cr+₹48.1 L (10.9%) | L2 | Rejected-Finance Being L2 |
Tender Value
₹4.2 Cr
EMD Value
₹8.5 L
Closing Date
24 Jul 2023, 3:00 pmClosed
Chief Engineer
Civil Engineering Division, BARC Trombay, Mumbai
Refurbishment of PAL, Central stores, TSD, CAP, CMPD , CDM and Other Buildings including allied works located along Sea Side and Hill side, North Site, BARC, Trombay, Mumbai.
2023_BARC_757237_1
BARC/CED/ET/23/2023-2024 Dated 08.06.2023
Open Tender
Civil Works
Item Rate
548 days
BARC, Trombay, Mumbai.
Please refer Tender documents
8 documents required · 8 mandatory
₹0
₹8.5 L
Civil Engineering Division, BARC Trombay, Mumbai
23 Nov 2023
14 Jun 2023
28 Jul 2023
14 Jun 2023
24 Jul 2023
4 Jul 2023
14 Jun 2023 - 21 Jun 2023
23 Jun 2023
Amount
Dismantling Plain Cement concrete manually / by mechanical means carefully with out damaging adjecent structures including disposal of debris 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 50 m lead
Dismantling of RCC works carefully manually with out damaging adjecent 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 work in Cement mortar carefully with out damaging adjecent structures including stacking of materials and dispoal of unserviceable materials within 100 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 tile work in floors and roofs laid in cement mortar including stacking material within 100 m lead For thickness of tiles above 25 mm and up to 40 mm
Dismantling Kerb stone carefully without damaging the stone, including removal of earth, base pcc etc. and refixing the same in line and level on newly laid base PCC 1:3:6 and pointing the exposed faces in cement mortar 1:3, curing etc. complete as directed by the Engineer in charge. The rate shall also include charges for disposal of unserviceable materials within 50 m lead. The base PCC laid shall be paid separately under relevant item.
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
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 white or colour wash, distemper, external paint by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete all as directed at site including scaffolding, cleaning of the areas.
Taking out doors, windows and clear storey openings (steel /wood) shutter including stacking within 100 m lead (only shutters)of area 3.00 Sq.M and below
Lead charges for Lead Exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.
Debris beyond 2 Km but upto and including 3 Km. Note: The rates in respect of Item No 13.1 is arrived at after making deduction for voids @ 20% from corresponding TRUCK Measurement and for item no 13.2 NET Quantities are arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement.
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.
Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20mm)/ M10 with minimum cement content 220 Kg/CuM including consolidation, finishing, curing etc. complete as per specification sand drawings but excluding the cost of Formwork shuttering, centering Complete at all levels.
Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings and specifications at all levels
For Sub Structure
For Super Structure
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 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 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 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 grades all dia bars.TMT bars to be supplied by the contractor confirming to IS:1786. Note : 1. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories with out any extra cost. 2. Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3.Cover blocks shall be of same grade of concrete.
Providing and constructing brickwork in cement mortar 1:6 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ Sq.cm strength of approved make and size in super structure above plinth up to and including Floor II level 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 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 15 mm thick plastering using Ready mix Internal Plastering compound of approved equivalent 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.
Providing 20 mm thick Internal plastering in C.M without cement punning 1:4 (using crushed sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed at site complete.
Providing 20 mm thick plastering using Ready mix External Plastering compound of approved equivalent for External faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height all as per specificationst including forming drip moulds wherever necessary and as complete. and as directed by Engineer-in-charge.
Providing Rough cast plastering 25 mm thick for exterior masonry and concrete surfaces laid in 2 operations base coat with cement mortar 1:4, (using crushed sand), 15 mm thick and finishing coat with cement and gravel/ stone chips in proportion of 1:3, 10 mm thick including double scaffolding up to 10.00 metres height wherever necessary, curing and hacking of concrete surfaces, addition of water proofing compound @ 2% by weight of cement or as per manufacturers specifications for both the coats complete as directed by the Enginner-in-charge (water proofing compound to be supplied by the contractor)
Providing Rough cast plastering 25 mm thick for exterior masonry and concrete surfaces laid in 2 operations base coat with cement mortar 1:4, (using crushed sand), 15 mm thick and finishing coat with cement and gravel/ stone chips in proportion of 1:3, 10 mm thick including double scaffolding up to 13.00 metres height from ground level wherever necessary, curing and hacking of concrete surfaces, addition of water proofing compound @ 2% by weight of cement or as per manufacturers specifications for both the coats complete as directed by the Enginner-in-charge (water proofing compound to be supplied by the contractor)
Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm)/ M:15 with minimum cement content 320 Kg/CuM 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 and fixing Cast Iron Nahani Trap / Floor Trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kgs each), jointing with Lead with the connection pipes, placing as per the drawings, embedding in Cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kgs / sq.cm pressure and fixing 1 No 125 mm dia C. P Brass Grating , complete all as specifications and drawings and as directed by Engineer-in-charge
Providing and fixing square mouth S.W. gully trap grade 'A' 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 not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design
150 x 100 mm size Gully Trap "P" type
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. Note: the item includes the cost of approved type of clamps and brackets for fixing of G.I pipe to walls)
15 mm dia G.I pipe
20 mm dia G.I pipe
Providing, supplying, fixing in position, under floors or in walls Centrifugally cast iron pipes including required specials like bends, tees, 'Y' collers, cowl etc for Soil, waste and ventilation pipes Confirming to IS.3989 ( 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 Centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint
100 mm dia Centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kg lead / joint
Providing and fixing Chlorinated PVC (CPVC) pipes,sleeves, having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) or as outlets including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps including chasing the walls, concealing the pipes and making good the same etc. This includeds jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Engineer-in-charge.
40 mm outer dia CPVC pipe (External) / open.
Providing and fixing PVC inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15 mm dia 450 mm long
Providing, laying to the slope specified and jointing 100 mm diameter glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the order of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete excluding excavation and refilling which will be paid under relevent Item.
Providing & fixing in position heavy pattern screw down gun metal Gate Valve with handles and wheels conforming to IS:778 including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge.
Providing and fixing white vitreous china European type Water Closet with 'P' or 'S' Trap with solid seat and lid of approved make, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend, fixing EWC with C.P brass screws, 15 mm PVC heavy quality inlet connection of 450 mm long, including testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge.
E.W.C pan in White colour with ISI marked white solid plastic seat and lid.
Providing and fixing Indian water closet (Orissa pan) of apperoved make with 100 mm China ware P or S trap, One no. 10 litre High level or low level white PVC flushing cistern with flush pipe & bend with manually controlled device (handle lever) conforming to IS:7231, PVC 15 mm Inlet connection with all fittings and fixtures complete including all connection, embedding in position commissioning, cleaning etc. all as per drawings and specifications and as directed by the Engineer-in-charge.
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm
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 of approved type and make .
Providing and fixing 15 mm C.P brass 2 in 1 bib cock and Angle cock combination of Heavy Quality of approved make as per specifications and as directed by the Engineer-in-charge
C.P. Brass towel rail 600 mm long of approved make with 30mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge.
Providing and fixing Heavy Quality C.P Brass Health Faucet with 1.50 metres flexible hose (Hand Shower) of approved make with wall brackets and type as per specifications and as directed by the Engineer-in-charge.
Providing and Fixing CP brass 100 mm dia shower rose with Shower arm of Specified make as per specifications and as directed by Engineer-in-charge complete
Providing and fixing Soap dish of approved make including making good the same after fixing the Soap dish etc. complete all as per specifications and as directed by the Engineer-in-charge.
Providing and fixing C.P brass Angle cock of heavy quality of specified / approved make, for wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-charge
15 mm n.b CP brass Angle cock of approved make
Providing and fixing 20 mm n.b C.P brass concealed stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Engineer-in-charge.
Providing and fixing C.P Brass Open Stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Project Engineer (Samples to be got approved by the Project Engineer).
15 mm n.b CP Brass open stop cock of approved make and type.
Providing and fixing 15 mm C.P brass pillar cock of heavy Quality of approved make and specied type as per specifications and as directed by the Engineer-in-charge.
Providing and fixing heavy quality CP brass bottle trap 31 / 32 mm of approved make single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, of approved make for wash basins / urinal etc all as per specifications and directed by the Engineer in charge.
Providing and fixing Satin finish stainless steel AISI 304 (18/8) kitchen sink of size 610 x 510 mm without drain board and bowl size 545 x 445 x 200 mm depth as per IS13983 of approved make, with C.I. brackets, fittings and stainless steel plug 40 mm 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 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 wash basin size 550 x 400 mm/ 550 x 420 mm and equivalent sizes with single 15 mm C.P. brass pillar tap
Providing and fixing mirror of superior glass of approved make and quality and of required shape and size with 6 mm thick Plain A.C. sheet backing fixed to walls with consealed Brass C.P Mirror screws and consealed washers etc.complete all as per specifications and as directed by Enginner-in-Charge
EXTRA Providing and fixing mirrors with approved make- Stainless Steel 304 grade STUDS ( with wall spacers) complete all as per specifications and as directed by the Enginner-in-Charge
Providing and fixing stainless steel toilet paper holder recessed type of approved make and type with S.S screws as directed by the Engineer-in-charge complete.
Providing supplying and sealing the Expansion Joints with Gungrade Polysulphide sealant suitable for RCC Construction Joints of approved equivalent by removing the expansion joint board up to 25 mm deep and cleaning the suface neatly and filling Gungrade sealent up to 25 mm deep to the lines and levels complete all as per manufacturers specifications and as directed by the project engineer.
25 mm wide expansion Joints
50 mm wide expansion Joints
Filling the expansion joints grooves tightly with polyurethane backer rod / sheets, complete all as per specifications and as directed at site by the Engineer-in-charge
Providing and fixing in position Stainless steel grade 304 plate-1.0 mm thick as per design for expansion joints
200 mm Wide
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 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge
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 produced by the own plants of approved make and manufacturers only using virgin materials. All test reports to be provided along with the supply of the materials confirming to IS:2062
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 produced by approved make and manufacturers. All test reports to be provided along with the supply of the materials confirming to IS:2062. Notes : For Item Nos 60 & 61: (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. Rate is also inclusive of all consumables like welding electrodes and tools and tackles etc. (2) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (3) Electrodes manufactured by approved manufacturer shall be used. (4) Edges of plates shall be grinded to uniform smooth finish. (5) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost.
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 relevant item) Note : ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site.
Providing and fixing 12 mm thick pre-laminated Particle board flat pressed 3 layer or graded wood particle board conforming to IS12823 Grade-I, Type - II in panelling fixed in aluminium doors,windows, shutters and partition frames with C.P Brass / Stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge. Prelaminated particle board with decorative lamination on both sides
Providing wood work of Second class teak wood 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.
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 3ply veneering with internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. woodscrews complete.
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 FRP door shutters flush door / panelled type with plain colour or wooden veneer finish of approved make, design & colour. made out of 1.5 mm thick FRP skin moulded over wooden frame work of 40 mm wide and required thickness wooden styles and minimum 100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foam and fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges with S.S. wood screws
35 mm thick panelled door type of approved colours including the cost of 100 mm ISI marked heavy quality stainless steel butt hinges with necessary screws.
Providing and fixing C.P teak wood moulded beading (Architrave) of size 50 X 12 mm using 2nd class teak wood to door and window frames with necessary screws and painting with a coat of approved primer etc. complete
Providing and fixing IS:12817 marked stainles steel butt hinges of size 75 x 50 x 2.5mm (heavy weight) of approved make with stainless steel screws etc. complete as directed by the Engineer-in-charge
Providing and fixing IS:12817 marked stainless steel butt hinges of size 125 x 64 x 2.5 mm (heavy weight) of approved make with suitable stainless steel screws etc. including removing & re-fixing of existing door shutter complete as directed by the Engineer-in-charge
Providing and fixing anodised aluminium baby latch of size 75 X 12 mm ISI marked of approved make transparent or dyed to requried colour or shade with necessary screws etc.
Providing and fixing mortice latch and lock of approved make with 6 levers and a pair of handles Inside opening LEFT / Right with necessary screws etc complete suitable for fixing in wooden /steel/ FRP/ doors as per specifications.
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 LOUVERED OPENING in door shutters including making the opening, providing & fixing teak wood louver blades with necessary teak wood framework & beading & applying one coat of approved wood primer etc. complete.
Providing and fixing Lay in False Ceiling 600 x 600mm unperforated corrosion resistant aluminium magnesium alloy metal panel fixed in 24 mm 'T' Frame work of Module 600 x 600 mm. Panels shall be of approved make and size 575 mm x 575 mm and 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 topcoat 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 24mm cross tee runner shall be suspended at an interval of 600mm centre to centre and further supported with 24mm cross Tee with interlocking 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. Note: Measurements shall be as per actual area of False ceiling with out deductions for lights and diffusers.
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 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). Anodized Aluminium sections (Minimum anodizing thickness of 15 micron) Note: The contractor shall provide screws, MS tie rods etc. No extra payment will be made for it.
Extra over item no 77 for colour anodizing
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 tinted colour float glass panes of 5.00 mm thickness
With clear float glass panes of 4.00 mm thickness
With clear float glass panes of 5.00 mm thickness
With clear float glass panes of 6.00 mm thickness
With clear float glass panes of 8.00 mm thickness
Providing and fixing double action hydraulic floor spring of approved brand and manufacturer (conforming to relevant Indian Standard) for doors including cost of removing & re-fixing of existing door shutter, 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/SS cover plate.
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 / Brickwork / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and directionof Engineer-in-charge complete Up to 5 mm depth and 5 mm width.
Providing, supplying and fixing Vertical Venition Blinds with all accessories and fabticating to required sizes etc as per approved design and approved Fabric complete all as directed by the Project Engineer.
Making the opening in brick masonry for door / window / clear story opening including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface including disposal of mulba/rubbish to the nearest dumping ground.
Providing and fixing Aluminium Grill 10 mm thick in natural Silver anodising of min 15 Microns with opening size of 80 mm x 66 mm and Minimum weight of 3.13 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. meeting all the technical specifications as per relevant codes and standards. Note: Tentative / suggested make for guidance of bidder(s) - M/s "DECO GRILLE" make, Model No. DG- 102
Extra over Item No. 87, for providing Aluminium Grill 10 mm thick with colour anodized by the manufacturer (Champagne, black, Bronze, Gold colours) complete all as per specifications and as directed at site by the Engineer-in-charge
Removing carefully the existing damaged sliding windows and refixing after repair with providing & fixing necessary screws, star lock, roller, beading and sealing with silicon complete as directed by Engineer in Charge. Note: 1. Cost of Screws, rubber beading, silicon filling etc included in items and nothing shall be paid extra. 2. Only Star lock and roller will be paid in subsequent item.
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, 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 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 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 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 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 applying one coat of cement primer of approved brand on wall surface to receive specified paint including scaffolding complete all as per specifications and as directed by Engineer-in-charge.
Providing, painting, finishing walls with two coats of anti-algae, weather proof acrylic smooth emulsion paint of approved make with silicon additives on sand face plaster/ plain plaster & concrete surfaes of required shade over new/old work over a base coat of exterior cement primer including preparation of the surfaces, scaffolding complete, as per specifications and as directed by the Engineer-in-charge.
Providing and painting walls with (TWO coats) of approved shade of high build protective, Elastomeric water proof exterior grade paint of approved make of required shade, minimium dry film thickness of 250 microns acheived in two or more coats / as per manufacturer's specifications including preparation of the surfaces by scrapping / wire brush , scaffolding complete. Primer coat will be with approved make with water in ratio of 1:2 and 2 coats of finishing coat without water all as directed by Engineer-in-charge.
On Plain plastered / concrete sufaces / Rough cast surface
Providing, Wall painting with One coat on old work flat oil paint of approved make to give an even shade including preparation of the surfaces, scaffolding complete, as per specifications and as directed by the Engineer-in-charge.
Providing and treating the OLD surface using ANTI-FUNGAL treatment in the following operations: (i) entire old paint to be scrapped out, (ii) The neeru / cement punning to be removed by chipping completely, (iii) one coat of Antifungal chemical having high degree of Santroprite (Sodium Chloro Penta Chlorophenate with diluant & additives) 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. Note: 1. Old paint will be removed thoroughly either mechanically or by wire brush before application of primer and paint coats and cost of which shall be deemed to be included in the quoted rate. 2. Quoted rate for shall include for cost of covering existing material/furniture/equipments/devices with plastic sheet, removing the old paint by mechanical wall sander/scrubber machine, and cleaning the area as directed by the Engineer-in-Charge )
Providing and painting, finishing with antifungal paint of approved make with two coats over treated surface all as per manufacturer's specifications and as directed by the Engineer-in-charge
Providing, applying wall painting with two coats of smart care Damp proof and two coats of anti-algae, weather proof acrylic smooth emulsion paint of approved make with silicon additives on sand face plaster/ plain plaster & concrete surfaes of required shade over new/old work including cleaning, crack filling, preparation of the surfaces, scaffolding complete, of approved brand to give an even shade and as per specifications and as directed by the Engineer-in-charge. Note : Internal painting irrespective of items to be carried out in occupied areas including highbay areas may involve restricted working condition viz. taking up painting work according to users convenience & as and when areas are made available , shifting / covering of furniture, equipment etc.
Providing and Painting with Epoxy PU paint On STEEL surfaces using 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of High Build epoxy 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).
Providing polishing on new wood work with ready made wax polish of approved brand and manufacturer all as per specifications to required finish and as directed by the Engineer -in-charge complete.
Cleaning the Surface with wire brush, high pressure water jet to remove dust , dirt etc. All Honeycombs/ loose concrete will be treated using low-shrink cement mortar. The construction joints will be chased open and filled with high strength polymer mortar & grouted with cement slurry by fixing nozzles at distance of 2m c/c. Providing and applying cementitious based crystalline slurry/ crystalline waterproofing slurry in two coats in depth concrete waterproofing to Raft and Retaining wall from Inside . Waterproofing material, shall react with the free lime and moisture within the capillary tracts of the concrete, to form insoluble gel crystals that penetrate deep into the concrete. These insoluble crystals formed shall permanently block the capillaries and minor cracks up to 0.3mm width that are present in the concrete, and driving out water to provide a permanently waterproofed concrete. The compound of active chemicals, while in the absence of moisture shall remain dormant and re-activate once the concrete structure is re-exposed to moisture or water. The crystalline waterproofing treatment shall remain waterproofed even under pressure and at the same time allow the concrete to “breathe” by allowing the passage of water vapor out of the structure.
Supplying, cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls or RCC chajja for weep holes complete all as per drawings and as specified at site.
90 mm dia UPVC Pipes
Grouting the joints of floor tiles ,slab,wall,beams etc.with cement including fixing pvc socket, all labour, material and cleaning etc complete as directed by the Engineer-in-charge.
Providing and fixing Minimum 15mm thick gang saw cut mirror polished Granite( premoulded and prepolished) machine cut Granite (Moon white shade or as approved) for flooring/skirting in lobby, passage, staircase (Tread and Riser), 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 coarse 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
Providing, supplying and laying pre polished granite slab flooring / dado / Wall cladding with not less than 15 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
Extra for providing edge moulding to 15 mm thick Granite Slab counters, Vanitis etc. including machine polishing to edge to give high gloss finish etc. complete as per design and as approved and directed by Engineer-in-charge.
Extra for nosing in steps of treads using granite with 3 Nos V groove. Note: Only nosing length of steps will be considered for payment.
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 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
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.
Providing and erecting Tubular scaffolding inside the hall using H frames and MS Pipes, working platform, Access Ladders for safe working up to max 8.50 m ceiling height. Rate includes all consumables, equipment, labour, erection and dismantling and removal of the same after the work of repair is completed. Necessary and adequate protection of the machines and equipments shall be provided by contractor. Note : 1.Measurement shall be plan area of ceiling area covered. 2. This item is for CAP highbay area for structural repair and other miscellaneous civil works.
Supplying man power along with necessary pans, spades, shovels pickaxe, punjas, ropes, small special spade, raincoats, safety shoes, etc. minimum two number of labour per day upto maximum any number of labour as and when decided by Project Engineer to work for eight hours per day or monsoon period to carry out the cleaning of choked drains grating grills/hume pipes /footpath by removing the dry leaves, silt etc. and also carry out seasonable departmental work allotted by Project Engineer from time to time.
Providing and Fixing Homogeneous 2.00 mm thick PVC sheet / tile in flooring and skirting of approved make in approved pattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer 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 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.
Extra over item 118, for use of silica sand in place of river sand
Repairs to the RCC structural members of concrete surface/RCC brackets with form finish,concrete finish using Super Fluid Micro Concrete (SFMC) general purpose approved grout powder using Roffe concrete repair approved equivalent SFMC,item includes the operations of breaking cracked/spalled concrete members along the cracks and taking down the debris to ground level and stacking/ disposing of debris with in a lead of 50 mtr as directed ,exposing and cleaning the reinforcement bars thoroughly by tapping wire brushing emery papering and finally by chemicals such as acetone or eqvt. and washing the surface by waterjet to remove acetone and brushing subsequently and applying a protective coat of polymer and cement mixed in the ratio of 1:1.5 (1 polymer:1.5 cement) by volume to the reinforcement bars and casting /grouting with SFMC in the proportion of grout and aggregate of quartz/granite rounded chips of size 6 mm down graded or eqvt in the ratio of 1 powder : 0.50 aggregate by weight (100 kg SFMC: 50 Kg Quartzchips) (form work will be paid under relevant items.) after grouting curing etc. complete all as per specification and as directed by Engineer-In-charge. Note: 1. Mode of measurement shall be in Kg of SFMC powder consumed only. 2.All materials including SFMC powder will be supplied by Contractor. 3.Protective coat to reinforcement and bond coat over adjacent concrete surface are included in the item. 4.Formwork shall be measured and paid under relevant item.
Providing and fixing 10 mm thick flooring with acid and alkali resistant tiles of approved make and colour as per IS 4457 using acid and / or alkali resistant mortar bedding and joints filled with acid and / or alkali resisting Epoxy for 5 to 8 mm depth over a bed of Bitumastic compound 8 to 10 mm layer and bitumastic primer complete as per the direction of the Engineer-in-charge In flooring over a bed of minimum 10 mm thick acid proof mortar with acid and / or alkali resistant tiles of size 300 X 300 X 10 mm of approved colour including providing required slopes and levels (this work to be carried out through approved specialized agency) complete as per specifications and as directed by the Engineer-in-charge
Labour charges only for fixing the posts in cement concrete 1:4:8 and fixing wire fabric chain link fencing of 50 mm x 50 mm x 4 mm thick with posts of specified material and of standard design placed steel wire fabric fixed between the posts fitted and fixed with G.I. staples / G.I bolts or tied to 6 mm bar nibs with G.I. binding wire complete all as per specifications and drawings and as directed at site. (cost of posts, welded steel wire fabric, painting, earth work excavation and concrete to be paid for separately)
Providing and fixing GI weld mesh of size 25 mm x 25 mm x 10 SWG including straightening, cutting to the required size & shape and welding with existing steel structure member including scaffolding,all material & labour and a coat of approved steel primer etc complete as per specifications.
Providing and fixing GI chain link fabric fencing made of GI wire of dia 4 mm of required width in mesh size 50 x 50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as requeid complete as per direction of Engineer-in-charge.
Providing, fabricating, erecting in position CRIPNET GATE with G.I. tubular frame, 50mm x 8 g G.I. crimpnet welded on 38mm i/d &pipes with angle iron frame, m.s. flat beading to hold crimpnet, tower bolts, embedding, painting the gate & all steel work with two coats of approved paint over a coat of primer etc. complete generally as per specification & drawings. Note: Iron post, excavation, concrete etc. will be paid under relevant item.
Gate frames made of G.I. pipes, M.S. Flats, etc.
Crimpnet of 8 g thickness 50 x 50 mm
Providing and constructing 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)
Supplying and fixing Cast Iron Man hole cover or Cast Iron Steps of approved make of weight specified in the drawings or as directed by Engineer in charge.
Providing and fixing of Hollow metal fire rated doors of approved manufacturer 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 (16 gauge) 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 ). 2 hr fire rated Single leaf door single/ double leaf of specified size (of approved manufacturers having CBRI certificate)
Extra over Item no. 128 for providing and fixing following furniture fittings for Hollow metal doors, of approved manufacturers as per specifications etc. all complete as per direction of Engineer-in-charge at site.
SS304 Ball bearing heavy duty butt Hinges of size 100 x 75 x 3 mm Tentative / suggested make/model of Ball bearing for guidance of bidder(s) - BB4330/BB3090 of M/s DORMA
Door Closer - Std Arm Tentative / suggested make/model of Door Closer for guidance of bidder(s) - TS71 of M/s DORMA
Dead Lock with both side Key Cylinder Tentative / suggested make of Dead Lock for guidance of bidder(s) - M/s DORMA
SS304 Pull - H- Type handle- 32mm Dia & 600 mm Long Tentative / suggested make of Dead Lock for guidance of bidder(s) - M/s DORMA
Fire rated Clear Glass- 200mm x 300mm
Concealed Flush Bolt- 300 mm for Double door shutter Tentative / suggested make of Concealed Flush Bolt for guidance of bidder(s) - M/s DORMA
Providing and fixing expansion hold fasteners of approved make in CC / RCC surface backing including drilling necessary holes and the cost of bolt etc. complete. Note: Tentative / suggested model & make of expansion hold fasteners for guidance of bidder(s) - HSL Type of M/s HILTI
12 mm x 131 mm
Servicing of the following type of Rolling shutters of different sizes maximum size upto 6m x 7m including dismantling for over-hauling of individual parts for repairing and refixing after repairs i.e. top hood shaft cage, shaft case shaft brackets, springs, main curtain with lathe or mid bar type grills, wicket gate, side guides bottom tails, gear units, bearings, electric motors, starters and thoroughly cleaning all the components, adjusting the tensioning springs, if required overhauling or repairing shaft and gear units, re-conditioning end clips, re-aligning curtain ends, reconditioning dents if any, on the surface bottom rail and side guides, repairing the starter, inspecting, taking out and replacing the damaged or defective components (replacement of parts at extra rate is shown under item No.132 below), ensuring proper locking arrangements from both side and outside including all welding, drilling straightening, grinding, scaffolding, ladders, tools, tackles, with all consumables, such as lubricants, kerosene, grease etc. and shall hardware such as nuts, bolts, rivets, washers, keys, etc. making good any damages to civil works, cleaning, oiling, greasing and demonstrating proper functioning of the shutters after each service such as nuts, bolts, rivets, screws, washers, keys and necessary scaffolding etc. all complete as per direction of Engineer-in-charge at site.
Electrically operated type with lathe or grilled curtain, mechanical gear operated and pull & push type rolling shutters. (All types of Rolling shutters). Note : (1) Measurement will be done once only, for entire contract period. (2) The measurement of Rolling shutters will be as per structural openings, Hood etc. will not be measured separately.
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
G. I. 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 minimum 75 mm deep M.S. guide channels with supports for existing rolling shutters complete including erection.
Providing and Fixing Gear warms in rolling shutters
Providing, supplying and fixing gear wheel to existing rolling shutters complete including erection
250 mm Dia
325 mm Dia
Providing, fixing by welding M.S. handles for Rolling Shutters.
Providing, supplying and fixing dead locks in rolling shutters necessary bolt & nuts complete including erection.
Providing, supplying and fixing Springs in Rolling shutter Shaft including necessary bolt & nuts complete including erection.
For rolling shutter up to 5.00 metres height.
For rolling shutters above 5.00 metres height.
Providing, supplying and fixing gear box complete set with gear wheel, handle etc. full assembly complete including erection.
Providing, supplying and fixing Side Brackets for Rolling Shutters complete including erection.
Removing existing damaged rolling shutter and transporting the same to Trombay village stores in truck or tempo. The rates are inclusive loading unloading complete all as directed.
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-charge complete.
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 30.00 sq.m opening area.
For rolling shutters above 30.00 Sq.m and up to 45.00 sq.m opening area.
Extra for providing grilled rolling shutter manufactured out of 8 mm dia MS Bar instead of lathes as per specifications, design approved by the Engineer-in-charge complete
Providing, supplying and fixing ball bearing to existing rolling shutters complete including erection.
Providing and laying 50 mm thick cement concrete flooring with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 25 X 3 mm aluminium strip. This includes cost of cement slurry, finishing to the required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings.
Providing and fixing precoated Galvalume Roofing profile sheets of approved size, shape and pitch up to and including single length of 12.00 met. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as directed by the Engineer-in-charge
Galvalume sheet roofing 0.50 mm Thickness in Single sheet
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 (Three) 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. The contractor shall pay a minimum renumeration to the deployed Engineer, with basic pay equivalent to Level Pay 6 as per 7th CPC of Govt. Of India. (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 & supplying of Pick-up Van/Utility Van for various areas for the requirements arising from time to time inside and outside BARC. The Pick-up Van/Utility Van of five seaters capacity with the back side provision for transporting / shifting of various construction/maintenance materials, machinaries and tools etc. and for other works including Driver as assigned and directed by Engineer-in-Charge. (8Hrs. a day or 80 km max as per certification of Engineer-in-Charge). Conditions : 1.The above rates shall be inclusive of cost of supply of Pick-up Van/Utility Van, Fuel, wages of Drivers and other consumables etc. 2.The Reporting time at the place of duty/as instructed by EIC shall be considered for the billing /measurement /payment. 3. In case the pick up van is parked inside the BARC premises then the reporting time of the driver to EIC shall be considered for the billing/ measurement/ payment. 4.Break Down Hours as per actuals and Lunch break (30 min) timings shall not be considered for payment. 5.Fraction of hours shall be rounded off to nearest half an hour at the time of preparing the Running / final bills. 6. BARC being a strategic Organisation, the driver should have good credentials and shall have valid PVC, driving license and address proof. They should be in a position to understand Hindi / English / local language. 7. The make and model of the vehicle should be of not more than 8 years old, roadworthy all valid documents. 8.The vehicle shall be maintained in good running condition with good upholstery, fitness, good tyres and shall commensurate with the image of BARC. The tyres of the vehicles shall be replaced periodically and always with tyres of good condition. 9. 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. 10. The vehicle should be transport vehicle and preferably in white colour with a board "ON GOVERNMENT OF INDIA DUTY". 11. The cost of POL, maintenance of vehicle including replacement of parts, wages of driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by the Contractor and BARC shall have no liability towards usage of the vehicle. 12. The cost of damages to any Government movable/immovable property in and around the site shall be entirely borne by the Contractor. 13. The rates are inclusive of all taxes if any, including Goods & Service taxes (GST). 14. The contractor shall arrange adequate insurance coverage for his personnel. Department shall not be responsible for any liability arising out of any accident / injury caused to the driver while executing the job. 15. The contractor shall follow minimum wages act and other rules of Government of Maharashtra. 16. No revision of price shall be entertained during the period of contract. 17. Hours more / less than 8 Hrs. a day will be paid / deducted on pro-rata basis. 18. In case of absence of Driver/vehicle for entire week, a penalty of Rs. 3000 /- will be imposed for that week.
PART-B : ELECTRICAL WORKS SITC of Power point wiring as per TSS 153
Primary power points surface with 2.5sqmm Cu wire
Secondary power points surface with 2.5sqmm Cu wire
Power point for A/C with 4.0sqmm Cu wire
SITC of Light Point wiring as per TSS 154
Primary switch box points with 2.5sqmm FRLS wire
Primary lighting points with 1.5Sqmm FRLS wire
Secondary lighting points with 1.5Sqmm FRLS wire
SITC of 36/40 Watts 600x600mm. Recess mount LED Lighting as per TSS 155
Removal of cable/ PVC conduit /casing capping as per TSS 156
Removal of all type of Lighting fixture /Fans/DB/starters/TPN switch etc as per TSS 157
SITC of MS Box with 4 Pole 16A MCB, D curve as per TSS 158
SITC of MS Box with 4 Pole 25A MCB, D curve as per TSS 159
SITC of of cable of size 4 C x 6sq.mm, Cu conductor as per TSS 160
SITC of End termination of 4 C x 6 Sq.mm cable as per TSS 161
Earthing with 12 SWG copper wire as per TSS 162
PART-C : AIR CONDITIONING WORKS Installation, testing and commissioning of Split AC units of up to 2TR capacity as per clause no.163.0 of technical specification.
Copper tubing: Supply and installation of refrigeration quality copper tubing of minimum 24 gauge thick along with sleeve type insulation wrapped with mansoon tape required for installation of split air conditioners of up to 2TR Nominal capacity at site as per clause no. 164.0 of technical specification. NB: Each running meter of copper tubes will consists of one meter each of suction and discharge line together along with insulation.
Condensate Drain Piping: Supply and lying of condensate drain pipe of following sizes as per clause no. 165.0 of technical specification.
Reinforced flexible PVC pipe of 16 mm nominal bore
Rigid PVC pipe of 25 mm nominal size
PVC Trunking: Supply and installation of casing - capping (PVC trunking) of 100 x 50 mm size for enclosing refrigeration tubing, condensate drain piping and electrical cable as per clause no. 166.0 of technical specification.
MS Structure: Supply, fabrication & fixing of stands and structures (size depending as per site condition) made out of mild steel of appropriate grade completely painted with black color as per clause no. 167.0 of technical specification.
Electrical Cable: Supply, laying and termination of Four core x 2.5 sq. mm size electrical cables comprising of fire retardent PVC insulated copper conductor of following configuration and as per clause no. 168.0 of technical specification.
SUNIL CONSTRUCTION
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