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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 CrAccepted-Finance PLOT NO 3 6 KRISHNA APARTMENT DR RAM MANOHAR LOHIYA PARK RAJENDRA NAGAR SEC 2 GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹1.0 Cr | 1 | Accepted-Finance Being L-1 |
| 2 | 2₹1.0 CrRejected-Finance B 17 NICHI NEHRU NAGAR SHIV SHRISHTI NEAR S T DEPOT KURLA E MUMBAI 400 024 | MUMBAI SUBURBAN | MAHARASHTRA | 400024 | ₹1.0 Cr | 2 | Rejected-Finance Not Being L-1 |
| 3 | 3₹1.0 CrRejected-Finance | ₹1.0 Cr | 3 | Rejected-Finance Not Being L-1 |
| Sl No | Description | Qty | Unit | Meena Enterprises L2 | A S INFRA SOLUTION L1 | MARC CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Removing flat back urinals system/ EWC/AIWC carefully along with the cast iron/ceramic/plastic flushing cistern including all its accesseries, items including removing bracket screws & existing C.P. fittings & stacking the same as directed by the Engineer-in-charge | 10 | Nos | 20 ₹200 | 100 ₹1,000 | 40 ₹400 |
| 2.00 | Dismantling flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 100 m lead including cost of labour , scaffolding etc. all complete as directed by EIC. | 10 | Nos | 425 ₹4,250 | 100 ₹1,000 | 550 ₹5,500 |
| 3.00 | Removing hand wash basin carefully alongwith bottle trap ,stop cock, pillar tap,brackets & PVC connections carefully & stacking the the same as directed in Engineer in charge. | 10 | Nos | 20 ₹200 | 100 ₹1,000 | 35 ₹350 |
| 4.00 | Dismantling plain cement concrete manually/by mechanical means carefully without damaging adjucent structures including disposal of debris within 200M lead as per direction of Engineer in charge. | 1 | CuM | 1,000 ₹1,000 | 4,000 ₹4,000 | 1,200 ₹1,200 |
| 5.00 | Dismantling brick work in cement mortar carefully without damaging adjucent structures including stacking of materials and disposal of unserviceable materials within 100M lead as per direction of EIC. | 1 | CuM | 1,095 ₹1,095 | 2,500 ₹2,500 | 1,150 ₹1,150 |
| 6.00 | 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 | 1 | CuM | 2,600 ₹2,600 | 4,000 ₹4,000 | 2,400 ₹2,400 |
| 7.00 | Dismanteling of RCC works carefully manually without damaging adjucent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200M lead as per direction of Engineer in charge. | 1 | CuM | 1,900 ₹1,900 | 3,500 ₹3,500 | 2,100 ₹2,100 |
| 8.00DISMANTLING DOORS, WINDOWS & CLEAR STOREY WINDOWS (Steel or wood or aluminium) including shutters & chowkhats (frames), Architraves, holdfasts etc. complete and stacking within 100 mts. lead. | ||||||
| 8.10 | of area below 3 sq. m | 10 | Nos | 150 ₹1,500 | 500 ₹5,000 | 170 ₹1,700 |
| 8.20 | of area beyond 3 sq. m | 5 | Nos | 250 ₹1,250 | 900 ₹4,500 | 255 ₹1,275 |
Updated dates
Tender Value
₹92.1 L
EMD Value
₹2.2 L
Closing Date
2 Jan 2026, 3:00 pmClosed
Chief Engineer, CSD
BARC, Trombay, Mumbai
Annual Maintenance of Civil and PH works including Miscellaneous Civil works at CT and CRS Building, Anushaktinagar, Mumbai.
2025_BARC_889051_1
BARC/CSD/ET/32/2025-2026 DATE 08/12/2025
Open Tender
Civil Works
365 days
CT and CRS Building, Anushaktinagar, BARC, Trombay
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹2.2 L
8 Apr 2026
10 Dec 2025
7 Jan 2026
11 Dec 2025
2 Jan 2026
11 Dec 2025
Removing flat back urinals system/ EWC/AIWC carefully along with the cast iron/ceramic/plastic flushing cistern including all its accesseries, items including removing bracket screws & existing C.P. fittings & stacking the same as directed by the Engineer-in-charge
Dismantling flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 100 m lead including cost of labour , scaffolding etc. all complete as directed by EIC.
Removing hand wash basin carefully alongwith bottle trap ,stop cock, pillar tap,brackets & PVC connections carefully & stacking the the same as directed in Engineer in charge.
Dismantling plain cement concrete manually/by mechanical means carefully without damaging adjucent structures including disposal of debris within 200M lead as per direction of Engineer in charge.
Dismantling brick work in cement mortar carefully without damaging adjucent structures including stacking of materials and disposal of unserviceable materials within 100M lead as per direction of EIC.
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
Dismanteling of RCC works carefully manually without damaging adjucent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200M lead as per direction of Engineer in charge.
DISMANTLING DOORS, WINDOWS & CLEAR STOREY WINDOWS (Steel or wood or aluminium) including shutters & chowkhats (frames), Architraves, holdfasts etc. complete and stacking within 100 mts. lead.
of area below 3 sq. m
of area beyond 3 sq. m
DISMANTLING OLD PLASTER OR SKIRTING carefully, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100M lead.
Dismantling C.I Pipes including its accessories up to 150 mm Dia in shafts / open piping including taking out the pipes manually, breaking lead caulked joints, melting of lead, making into blocks including stacking of pipes within a lead of 200 m as per direction of Engineer-in-Charge.
Dismantling G.I pipes of all diameter external work including excavation and refilling trenches after taking out pipes manually / by mechanical means including stacking of pipes within 100 m lead as per direction of EIC
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m in all kinds of soil complete as per specifications and as directed by the Engineer-in-charge
Lead charges for lead exceeding 5 KM for every 1 KM or part thereof, by mechanical transport includinmg loading unloading, stacking / levelling etc. as directed by the Engineer-in-charge Note: The rates in respect of this Item is applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of Soil and 30% in respect of Debris from corresponding TRUCK Measurement.
Debris beyond 4 Km but up to and including 5 km- Soil
Debris beyond 5 Km for every 1 km or part therof - Soil
Supplying, Stacking and Laying of 230 mm Thick Soling stones under Floor base including packing with smaller stone and compacting with Hand roller / Floor compactor including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge
Removing and Relaying 60 mm thick cement concrete interlocking paver block with 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, centering, shuttering, formwork 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 drgs. and specifications
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 of all sizes. TMT bars to be supplied by the contractor only using virgin materials confirming to IS:1786.
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. Structural steel confirming to IS 2062 shall be supplied. 2. 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 rates.3. Welding Electrodes of specifie
d suitable grade only shall be used.4. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted .5. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc.
Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like trusses, purlins, posts etc. using MS hollow / circular / square / rectangular tubular sections including appling a coat of Zinc chromate primer of approved make all as per specifications, drawings and as directed by the Engineer in charge. Notes : 1. Structural steel confirming to IS 2062 shall be supplied.2. 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 rates.3. Welding Electrodes of specified suitable grade only shall be used.4. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted .5. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc.
Providing and Fixing Anchor Fastner 16 mm dia and 200 mm long of approved make including drilling in concrete as per requirement for fixing Eps or other structures all as specified by the manufacturer complete all as per specifications and drawings.
Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m. including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by Engineer-in-charge including mixing fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion. complete as directed by the Enginer-in-charge. The treatment to be tested for water tightness before filling the sunken areas.
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 seperately under relevant item.
Providing 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
Second class teak wood
Labour charges only for retriving wooden door shutters from frames (Chowkhat) of various sizes ,modifying,taking out damaged ply from the doors, replacing/bonding 3mm thick marine ply with suitable synthetic resin (payment for 3mm thick ply only shall be paid under relevent item of the schedule), including cost of fevicol, synthetic resin, tools, tackles, nails, screws etc. all complete and refixing the same after complete repairs,re-sizing & refixing fittings,fixtures such as tower bolts,aldrop, door handle ,baby latch, mortice locks, night latch,hinges etc.( shall be paid separately under relivent item of this tender schedule) etc. all complete for shutters including minor repairs to chowkhats, architraves, etc. as per site conditions and as directed.
Door frames with shutter of sizes up to 3 Sqm.( Single shutter )
Door frames with shutter of sizes above 3 Sqm.( double shutter)
Resizing of existing Aluminium door shutters.1. Existing aluminium framed swing doors shall make floor touch free (to increase bottom clearance) by resizing 2. The job is involved of dismantling existing shutter totally including accessories/fittings; cutting of aluminium section as required; reassembling. 3. Existing damaged/not reusable aluminium sections shall be replaced with new ones and the same will be measured under concerned items. 4. Providing and fixing of m.s. tie rods having suitable nutt/bolts system at both ends of shutter if need. 5. Reshaping and re-fixing of existing board panel/glass sheets as required; 6. Re-erecting and repositioning the shutter as earlier. 7. Re-fixing of all fittings such as pull/push handle; hydraulic door closer; hinges; locking arrangement; tower bolts; 8. Replacing the existing damaged rubber gasket lining and aluminium clips with new ones 9. The contractor shall be provided the sundry materials such as rubber gaskets; screws, ms tie rods, etc and no extra payment will be made for these. 10. If glass panels are broken during handling, the contractor shall replace the same at no extra cost. 11. Measurements: Each shutter a size of 900 mm x 2100 mm will be measured as one job.
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.
Providing and fixing decorative high pressure 1. mm thick laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS:2046 Type S including cost of adhesive, labour etc. complete as directed
Providing and fixing 50 X 20 mm wooden moulded beading to using 2nd class teak wood to door and window frames with iron screws, plugs and priming coat on unexposed surface complete
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)
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.
With clear float glass panes of 5.00 mm thickness
With frosted glass panes of 5.00 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 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
With tinted glass panes of 5.00 mm thickness
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.
Repairing and refixing in position the existing damaged hydraulic door closer
( heavy duty No.3) involving following operations: I) Complete dismantling including removal of clamp bolt, main arm, top nut, ratchet, notch plate, removal of split oil, brass regulatory screws, spring etc. ii) Providing and fixing approved make ( Confirming to I.S.35640) bottle type door closer spring for heavy duty door closer No.3 brass regulatory spring No.1 Part No.1 machine oil ( approx. 100 ml.) etc. Note.:- 1) The door closer repaired and spares replaced are to be handed over to Maintenance Unit for accounts. 2) The Agency may inspect the condition of door closers in premises prior to quoting. 3) The repairing and spares replacement shall stand for guarantee of six months trouble free operation with replacement of spares if any, defect occurs the same shall be attended by the Contractor.
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 4 Lever Mortice Lock of approved make suitable for aluminium sections
Only repairing of lock of mortise / Knight / Neki or alumunim door lock , including removal & refixing of locks with proper as per existing.
Providing and fixing stainless steel tower bolts of size 250 X 12 mm of approved make with necessary screws etc.all as per specifications and as per drawings.
Providing and fixing 12mm thk BWP marine on existing partition frame / wall / etc. with necessary hardware with 1mm laminate / veneer of approved shade / colour all complete as per architect's instructions & Detail Drawings and as directed by Engineer-in-Charge.
Providing and fixing 18mm thk BWP marine ply on existing partition frame / wall / etc. with necessary hardware with 1mm laminate / veneer of approved shade / colour all complete as per architect's instructions & Detail Drawings and as directed by Engineer-in-Charge.
Providing and fixing stainless steel aldrops of size 300 X 14 mm of approved make with necessary screws, bolting from rear side complete as per specifications complete.
Providing and fixing following fittings as directed by EIC.
Providing and fixing ALUMINIUM HANDLES 175mm LONG INNER GRIP 125mm WITH 12mm DIA ROD PLATE TYPE BOW HANDLES ISI marked of approved make, anodised transparent or dyed to req. colour or shade with necessary screws etc. complete.
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, supplying & fixing of S.S. MESH (MOSQUITO NET) 0.50MM THICK - LESS THAN 1.0 SQ. MM APERTURE in aluminium grill / frame including cost of all accessories and fabricating to required sizes etc complete all as directed by the Engineer-in-Charge. Note : Alumunium Grill will be paid separately under relevant item.
Making holes in RCC Slabs / chajjas / brickwork/granite for providing & fixing G.I. 100 / 80 mm Dia. spout/pipe along with filling concrete around the embedded pipe, finishing the damaged plaster with paint etc. making good complete and as directed by EIC.
Providing and Fixing ALUMINIUM CELL CEILING of approved colour consisting of Main runner, Upper sections, Lower sections all of U- Shaped Profiles 10 mm wide x 50 mm deep x 0.50 mm thick with inwardly returned edges of 2.50 mm. Coil coated on a Continuous paint line, Double baked and Roll formed from enamelled corrosion resistance Aluminium alloy ( Al. Mg alloy) for higher strength and Roll forming characteristics.The main runner shall be fixed at a distance of 1.20 metres centre to centre and shall be suspended by means of G.I Suspension Rod 4mm diameter and a galvanised suspension spring clip at a distance of 1.20 metres centre to centre. The cross - Runner shall be fixed to the Main Runner at a distance 0.60 mts c/c. with a self locking device. The Upper Section and Lower section shall be fixed to main runner and cross Runner in form of a Cell Structure of module 100 mm X 100 mm with self Locking device. Grid system for fixing ceiling tiles shall comprise of TEEs. The 24mm main Tee runners shall be suspended at an interval of 1200mm centre to centre. The 24 mm 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. 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. Measurements shall be area covered by the Cell False ceiling .
Repairing of existing false ceiling to proper levels by providing, supplying and fixing supports by means of 4 mm G.I. Rod from slab / Roof / Truss / Purlins, etc. to false ceiling main TEE supports. The suspension shall be provided at 1200 mm centre to centre. including extra supports wherever necessary, removing and refixing of existing falseceiling boards / tiles / sheets and falseceiling if required. Measurements shall be as per actual area of False ceiling without deductions for lights, complete all as directed by the Engineer Incharge.
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. complete as directed by the Engineer-in-charge
Providing and fixing 6 mm thick mirrors of size 600 x 450 mm of approved make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete. all as per specifications and as directed by the Engineer-in-charge .
Providing and fixing in position suspended seamless false ceiling system using 12.50 mm thick moisture resistant plain gypsum board suspended ceiling, which includes CRP surface ribbed perimeter channels (having one flange of 20mm and another flange of 30mm and a web of 27mm) along the perimeter of ceiling, screw fixed to brick wall/partition with the help of nylon sleeves and screws, at 610mm centres. Then suspending CRP surface ribbed intermediate channels of size 45mm (with two flanges of 15mm each) from the soffit at 1220mm centres with CRP surface ribbed ceiling angle of width 25mmx10mm fixed to soffit with GI cleat and steel expansion fasteners. CRP surface ribbed Ceiling section of having web of 51.5mm and two flanges of 26mm each with lips of 10.5mm are then fixed to the intermediate channel with the help of connecting clip and in direction perpendicular to the channel at 457.5mm centres. Single layer of 12.5mm tapered edge (conforming to BS 1230 part 1) is then screw fixed to ceiling section with 25mm drywall screws at 230mm centres. Screw fixing is done mechanically either with screw driver or drilling machine with suitable attachment. Finally square and tapered edges of the boards are to be jointed and finished so as to have a flush look which includes filling and finishing with Gyproc jointing compound, Gyproc joint paper tape and two coats of drywall top coat.
Providing and fixing aluminium hanging heavy quality floor door stopper of approved make ISI marked with twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete.
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)
Anodised Aluminium sections (Minimum anodizing thickness of 15 micron)
Extra for colour anodizing
Providing, supplying & fixing Ventilation Vertical Blinds (approved) with all accessories and fabr
Extra for providing Aluminium Grill 10 mm thick with colour anodised by the manufacturer (Champagne, black, Bronze, Gold colours) complete all as per specifications and as directed at site by the Engineer-in-charge
icating to required sizes etc. as per approved design and approved Fabric complete all 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) Notes : 1) The rates for aluminium is inclusive of all fastners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints 3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for.
Providng and fixing Aluminium Grill 10 mm thick "of approved make of required design and pattern in natural Silver anodising of min 15 Micronswith a opening size of 60mm x 45mm and Minimum weight of 4.12 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.
Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete Up to 5 mm depth and 5 mm width
Providing and fixing 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 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.
Dismantling Aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-charge
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 or heavy duty pvc/ nylon roller wheels of approved make for sliding shutters
Providing and constructing brick work in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth up to Floor-II level in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Engineer-in-charge
Brickwork in super structure with standard bricks in C.M 1:4 using crushed Sand
Providing 20 mm thick External plastering in two coats under layer 12 mm thick with C.M 1:4 (using crushed sand) finished with a top layer 8 mm thick in C. M 1:3 (using crushed sand) including approved water proofing compound @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, scaffolding up to 10 metres height, finishing, curing etc. complete as per specifications. and as directed by the Engineer-in-charge
Providing 15 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 20mm THICK PLASTERING USING READY MIX EXTERNAL PLASTERING COMPOUND of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, finishing to match with old surface, cleaning, complete. all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge.
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 min cement content 320 Kg/m3 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 Note: Minimum Cement Content to be as per the latest revision of the relevant IS Codes.
Providing and laying in position CEMENT CONCRETE OF 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20mm) M-10 with min cement content 220 Kg/m3 including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels. Note: Minimum Cement Content to be as per the latest revision of the relevant IS Codes.
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. Including disposing off old Kerb stones froms site as directed by EIC.
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
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 50m lead. The base PCC laid shall be paid separately under relevant item.
Providing, supplying and laying pre polished granite slab flooring / dado / Wall cladding with 15-17 mm thick granite slabs over 20 mm thick base cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings.
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
Using approved black shade
Extra for providing edge moulding to 15 to 17 mm thick Granite Slab counters, Vanitis etc. including machine polishing to edge to give high gloss finish et. Complete as per design approved by Engineer-in-charge.
Repairing of bibs tap/pillar tap/stop cock etc. by changing with the spindle, new washers etc. as per site requirement & directed by Engineer-In-Charge.
Providing and fixing 15 mm n.b. C.P Brass open 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 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
Providing and fixing 15 mm C.P brass pillar cock of heavy Quality of approved make and specified type as per specifications and as directed by the Engineer-in-charge.
Supplying C.P. Brass Foot operated Valve along with Swan neck Pillar Tap and two Nos. PVC connectors of approx. 0.90 m length each, of approved make and approved sample with necessary approved stainless-steel screw complete as per specifications and as directed by the Project Engineer, including transportation charges and delivery at site work, all taxes as applicable
Providing, supplying, fixing in
position, under floors or in walls centrifugally cast iron pipes including required specials like bends, tees, 'Y' collars, cowl etc for soil, waste and ventilation pipes conforming to IS.3989 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 centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint
20 mm dia.
50 mm dia
100 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kg lead / joint
Supplying and fixing Cast Iron Man hole or Cast Iron Steps cover and weight as specified in the drawings or as directed by the Engineer in charge.
Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg 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 Kg / sq.cm pressure and fixing 1 No 125 mm dia C. P brass grating , complete all as specifications and drawings and as directed by the Engineer-in-charge
Providing and fixing brass ball cock of approved make of following sizes with arm rod and Plastic Ball floats complete as per specifications and as directed by EIC.
Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of approved make 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
20 mm dia G.I pipe
25 mm dia G.I pipe
50 mm dia G.I pipe
Providing , Laying , jointing, fixing and testing Heavy quality (C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing Teflon tape, exposed / concealed by chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint for all concealed lines / two coats of synthetic enamel paint for all exposed lines all as directed by the Engineer-in-charge. Pipes with ISI marked C-Class heavy quality pipes of approved make.
40 mm dia G.I pipe
Removing existing, damaged non workable sanitary pipe fittings/ water supply fitting & replacing with new approved fittings as per site requirement & and as directed by the Engineer-in-charge.
32 mm dia flexible PVC ( semItem no.rigid) waste pipe
Flush handles for slimeline of approved make & of required type.
Washers of flushing system for low/ high level flush tank
Providing and fixing heavy quality stainless steel/ C.P brass grating of approved equvalent make as specified for floor traps / nahani traps all as directed by the Engineer-in-charge. SS grating 125 mm dia
Providing and fixing Indian water closet (Orissa pan) of approved 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.
Providing anfd fixing required type of syphon set for flushing water for slimeline or champion make & of required type Flush tank
Providing & fixing approved type heavy duty liquid SOAP DISPENSER with S.S brackets, cap etc. fixed to wall with C.P. brass screws, & screwed on to wooden rawl plugs etc. complete.
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 and fixing C.P brass towel rail of approved make 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement/ brackets all 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 PVC low level / high level flushing cistern 10 litre capacity of 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 china Orissa pattern W.C. pan of size 580x440 mm
Providing and fixing white vitreous china flat back half stall urinal size 580 x 380 x350 mm / 610 mm Aquaseal model of approved make with approved make 32mm C.P flush value with standard flush pipe and C.P. brass spreaders, 32mm urinal waste coupling with dome grating and clamp etc. including making G.I water line connection complete as directed by the Engineer-in-charge Notes : 1. Only G.I. pipes will be paid under relevant Item. 2. For fixing flush valve 32 mm G.I water line provision to be made which will be paid under relevant Item .
Single half stall Urinal with C.P. brass flush Valve. Note : For fixing flush valve 32 mm G.I water line provision to be made which will be paid under relevant Item .
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
Providing and fixing Brass 15 mm C.P presstomatic series auto shut urinal flush cock of approved make and quality 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 solid plastic seat of approved make and colour suitable to existing EWC with lid including CP brass / SS bolts, screws etc. for pedestal type W.C. pan complete as per specifications and as directed by the Engineer-in-charge
Providing and fixing heavy quality C.P .brass waste coupling of following dia for wash basin and sink, of approved make, size and quality all as directed complete
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.
C.P Brass Waste coupling 32 mm Dia of approved make Half threaded or Full threaded as per requirement.
Providing and fixing 15 mm C.P brass urinal spreader size with 1/2" BSP thread and shapes, weighing not less than 60 gm of approved make and type.
Providing and fixing 15 mm PVC inlet connection suitable for hot and cold water 600 mm long with nuts and washers complete for wash basins/ Urinals etc. with all necessary acessories complete 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
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.
Providing and fixing heavy quality health faucet with 1.50 metres long flexible hose (hand shower) of approved make with wall brackets and type as per specifications and as directed by the Engineer-in-charge
REPAINTING OF OLD PAINTED SURFACES with two coats of paint with premium plastic emulsion paint/ synthetic enamel paint of approved make to give an even shade over a coat of approved cement primer including preparing the surfaces, including removal of old paint, scraping if any, sand papering, entirely filling with acrylic wall putty and other cracks with repair mortar as required, including scaffolding & cleaning, cost of all materials, labour, all as per drawing, specifications and as directed by E-Item no.C.
Using PLASTIC EMULSION paint On plastered surface
Using synthetic enamel paint on Steel Surfaces
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 manudacturer'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-charg
e. Notes:- 1) This item includes the MS double tubular scaffolding system using H-frames.2) All the existing cracks in Plaster of walls / ceiling shall be got repaired / filling hair cracks with flexible sealent which is compatible with respective make of elastomeric coating and other cracks with repair mortar before commencing the work. 3) There is no multiplying factor for measurements in case of painting sand faced and Rough cast Plaster surfaces 4) Contractor shall provide Safety Belts& helmets to all his workmen working on scaffolding.
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-incharge
Providing & Applying SEAMLESS ACRYLIC BASED CHEMICAL WATERPROOFING SYSTEM with minimum 1 mm DFT (Dry Film Thickness) including surface preparation as per general notes, primer coat, reinforcing membrane (minimum 45 GSM) and multiple layers of chemical coat (2 to 3 coats as per manufacture specification), removing the existing damaged water proofing treatment, if any, all complete as per the manufacturers specifications and as directed by Engineer-in-Charge. Chemical properties: (i) Physical/chemical parameters such as specific gravity, solid contents, Tensile strength, viscosity etc. shall be tested as per relevant test method of IS/ASTM/DIN and shall conform to the approved manufactures product and specification. (ii) Elogation: 100% minimum (iii)UV Resistant: Continuous 500 hrs (min) as per ASTM D4587.
Over terrace slab, top of water tank and parapet etc. at all levels.
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 .
Cleaning thoroughly the existing service shafts / behind RCC jalli / gents & ladies toilet at all floors including cleaning throughly the existing cast iron soil and rain water pipes of all wastes, removing rags, loose material, cob webs, cloth pieces , broken concrete pieces and all deleterios materials including lift and lead charges, cost of all tools, tackles, plants, accessories etc. all complete and as directed by the E-in-C.
Cleaning and removal of sewage/drainage wastes, muck etc. from horizontal, inclined & vertical C.I./PVC/lines of all dia. ( burried/exposed) ,secondary traps, Sewage inspection chambers, manhole chamber and all other drainage/ sewage disposal facilities from centralised chambers including all the external sewage / drainage lines of TSH, NBH, HBNI etc. building and its surrounding premises including all the sewage / drainage lines around and inside canteen connecting to centralised collection/ pumpimg sump mechanically/ manually as desired and directed by department including cost of labour,tools,tackles,plants, machines,transportation all complete in all respect and as directed by Engineer in charge.
Opening of nahani trap and removing nahani trap jalli and cleaning the complete trap system and refixing the same with white cement etc. and as directed by Engineer in charge.
Opening of bottle trap from its joint and cleaning the complete trap system and refitting,refixing same to sinks,wash basins etc. and as directed by EIC ( Note:- If bottle trap is found in unused condition it will be supplied by department at free of cost).
Cleaning and removal chokages of sewarage wastes,muck,frozen sewage cakes etc. from EWC/IWC/AIWC manually, including cost of labour tools, trooly of sewage muck for disposal of designated place, all complete in all respect and as directed.
Providing and fixing GLAZED VITRIFIED FLOOR TILES in floor and dado 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 HOMOGENEOUS 2 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
DISMANTLING TILE WORK IN FLOORS AND ROOFS laid in cement mortar including stacking material within 100m lead etc. complete as directed by Engineer in charge. For thickness of tiles above 10 mm and up to 25 mm
Supplying, providing and fixing STAINLESS STEEL-304 D-HANDLES of approved make (MATT FINISH) OF LENGTH - 300mm, DIAMETER-25mm, suitable S.S. fange , S.S. cap and thickness 16 Guage thickness to brick Walls, R.C.C. surface, Wooden doors etc. including drilling, S.S. Screws of 30mm long ( 6 Nos for each handle) ,cost of labour, tools, tackles ,wooden gutties, plants, transportaion, scaffolding etc. all complete as per site requirement and as directed by Engineer in charge.
Providing and fixing CHLORINATED PVC (CPVC) PIPES of approved make having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Project Engineer.
20 mm outer dia CPVC pipe (External) / open
25 mm outer dia CPVC pipe (External) / open
40 mm outer dia CPVC pipe (External) / open
50 mm outer dia CPVC pipe (External) / open
CLEANING OF UNDERGROUND / OVERHEAD WATER TANK by high pressure cleaning system with hydrodynamic mechanism with nozzels, slurry pumps at 180 bar pressure with required quantity of water , disinfecting the tank with chemical etc. and with ultraviolet treatment etc. complete as directed by EIC .
Extra for providing and fixing mirrors approved make stainless steel 304 Grade Studs (with wall spacer)for mirrors etc.complete all as per specifications and as directed by the 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 Civil Engineer with 2 (Two) years experience or Diploma holder with 5 (Five) years 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 Engineer 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) Period of work: The contractor shall carry out number of Jobs per month as per requirement at site for the period mentioned in NIT. (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 by EIC of CED, BARC and approved by Competent authority and the deployed Engineer will report to BARC Engineer/ EIC. (6) The minimum notice period before change of engineer is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,579/- per day of shortfall in notice period will be levied on the contractor.
Carrying out Civil Engineering works like surveying & leveling, checking of form work 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-inCharge. Notes : (1) Each Job shall be carried out by one qualified Technician having minimum SSC with Trade certificate in Masonary/Plumber/Carpenter/Painter Trade of not less than one year duration from ITI/Government Recognised Vocational Training Institute or experienced Technician retired from Government service. (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 Technician 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) Period of work: The contractor shall carry out number of Jobs per day as directed by Engineer-in -Charge. (4) Mode of measurement : Measurement will be per job basis per day. A single job shall be carried out by deploying one Technician exclusively for the particular job. (5) The Technician should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Technician will report to BARC Engineer/ EIC. (6) The minimum notice period before change of technician is 1 (One) month; failing which a compensation, for not providing technical support, of Rs. 1,164/- per day of shortfall in notice period will be levied on the contractor.
CARRYING OUT MANUAL MISC. CARPENTRY / PLUMBING JOBS like minor repairs, fixing fitting and fixtures etc. as and when required and as directed by the Engineer-in-charge Note: 1. Labours shall bring necessary carpentary / plumbing tools. 2) Payment shall be made as per the Log book duly approved by the Enginner in charge. 3) The log book shall consist of the day-to-day attendance of complaints/ work assigned and the time taken to attend each activity . The total time of 8 hrs. shall be considered as ONE manday. 4) Contrator shall arrange necessary Police Verification Certificate for the workers engaged for the work.
SKILLED CARPENTER (CARPENTRY WORKS) with valid Police Verification Certificate for entire contract period.
SKILLED Mason / Painter JOB / WORKS with valid Police Verification Certificate for entire contract period as required.
SKILLED PLUMBER (WATER & DRAINAGE WORKS) with valid Police Verification Certificate for entire contract period.
Drilling of holes of required size and Providing stainless steel screws for fixing of Wooden Cupboards, Display boards, etc. including rawl plugs with proper level and finishing all complete as directed by the Project Engineer.
Removing of silt, dry leaves, murrum, small Bolders etc. completely from the bed of open nallah, drains, open rubble pitched drains, canals & disposing the removed earthwithin a lead of 50 mtr during monsoon period.The rates are including removing of green wild creepers etc. silt thickness upto 100 mm thick and upto 3.00 M depth.
230 to 749 mm wide at bottom
750 to 2000 mm wide at bottom
Cleaning of manholes /Inspection chambers of Canteen and toilets, sewage line carefully by mechanical means/ or with tools complete all as directed by Engineer-in-charge. Pipe in between chambers will not be measured. The rates are inclusive removing muck, solids and disposing the same beyond 2 km distance. Pumping arrangement for water is to be made by contractor at his own cost. The rates are inclusive pumping.
Cleaning of existing storm water chamber of varying depth at various locations by removing the silt,leaves, small storms earth etc. earthwithin a lead of 50 mtr during monsoon period including labour required for removing and replacing RCC/ C.I Covers at storm water chamber.
Supplying man power along with necessary pans, spades, shavels pickaxe, punjas, ropes, smallspecial spade raincoats etc. minimum two number of labour per day upto maximum any numberof labour as and when decided by Project Engineer to work for eight hours per day or monsoonperiod to carry out the cleaning of choked drains grating grills/hume pipes /footpath byremoving the dry leaves, silt etc. and also carry out seasonable departmental work allotted by Project Engineer from time to time.
Cleaning of dry leaves, dust, silt, scarp materials, vegetation, bushes, fungus, algae, green wildcreepers and like other loose materials such as brick bats, metal etc. from flat/slope roofs, rain water gutter, parapet, chajjas, catwalks and cleaning the rain water down take pipes, water spout pipes at all heights etc. and as directed by the Project Engineer during the entire monsoon period. The rates including cost of polythene bags. The collected debrises shall not be thrown from terrace. The collected debrises shall be kept at one place for further transportation to dumping yard.
Cleaning of existing storm water Hume Pipe lines of Different Diameters / Pipe culverts mentioned below and at all locations such as road, berms/ lawns, burried inside the building which are partly or fully filled with silt, small boulders, dry leaves, grass, etc. by disposing the removed debris within a lead of 50 mtrs and as directed by the Project Engineer.
Upto 450 mm Dia.
Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge
Labour charges for cleaning of existing gully trap, chambers and stoneware pipes upto Inspection chambers and CI pipes from Nahani trap to gullytrap. The rates are inclusive removing and refixing C.I. cover of chambers.
CLEANING OF COVERED STORM DRAINS: Removing of silt, dry leaves, murrum, small boulders etc. completely from the bed of closed drains with RCC / CI grating, box culverts etc. having depth not beyond 2.5 mts. and disposing the removed earth & debris within a lead of 50mts. including removal and putting back the RCC / CI grating properly as required during the entire monsoon / non-monsoon period and as directed by EIC.
TRIMMING THE BRANCHES OR CLEARING THE SITE OF FALLEN TREE: Trimming the branches or clearing the site of fallen tree of girth measured at a height
of 1 m above ground level including trimming of branches or cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials complete as per specifications and as directed by the EIC.
Girth more than 30cm & upto 60cm
MAINTENANCE OF MONOBLOCK PUMP SETS (DEWATERING PUMPS) of capacity 0.5HP / 1.0HP/ 1.5HP utilising for Monsoon Emergengy Response and as directed by Engineer-in-Charge.
Maintenance including oiling, greasing, cleaning etc. as & when required.
Overhauling of Motors / Starters
Cleaning of carpets, wall panels and chairs of auditorium by removing the dry dust using heavy duty vacuum cleaner, removal of stains using Taski 101 or approved equivalent chemical, upholstery shampooing and scrubbing, drying by suction using extraction machine all as per manufacturer's specification and as per the direction of Engineer-in-charge.
Carpets
Wall panels
Chairs
Supplying and installing First Aid Kit of approved equivalent containing items as follows:- Note: (1) Each first aid box or cupboard shall be distinctly marked with the sign of Red Cross and with the words "FIRST AID" and nothing except appliances or requisites of first aid shall be kept in it. (2) The items in First Aid box should be as per BOCW Act & Central Rules - 1998 and BARC Construction safety Manual for Works Contract - 2011 [BARC/2011/E/006] available on BARC website(Tenders and NITs).
FIRST AID KIT -Viz Orange color ,28X20X11.5 CM size,complying Standards OSHA/ANSI Z308.1-2009 Type III or Indian Factories act - Class 1/Type A - For 25 Persons. 1) First Aid Guide Book-1 No. 2) Scissors-1 No. 3) Wound Cleaning Antiseptic wipes-10 Nos. 4) Tincture -Povidone Wipes - 10 Nos. 5) Cotton Wool 15 Gm - 1 Nos. 6) Adhesive Plaster-Small - 1 No. 7) Small Sterilised Elastic dressing -3 Nos. 8) Medium Sterilised Elastic dressing - 3 Nos. 9) Large Sterilised Elastic dressing - 3 Nos. 10) Large Sterilised Elastic Burn dressing - 2 Nos. 11) Sterilised Eye Padin sealed packet (Dressing) with elastic dressing roll -2 Nos. 12) Eye wash pods - 1 No. 13) Triangular Bandage - 1 No. 14) Roller bandage Elastic-Large 10 cm wideX 2 Mtr - 1 No. 15) A snake bite lancet - 1 No. 16) Burn Ointment - 1 No. 17) CPR Mask - 1 No. 18) Instant Cold Pack - 1 No. 19) Adhesive Bandages - 8 Nos. 20) Muscle relaxent Ointment - 1 No. 21) Gauze Pad-5 CM - 2 Nos. 22) Gauze Pad- 7.5 CM -1 No.
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
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