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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-06-2025 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 10-06-2025 |
| 2 | 22-05-2025 | eCorrigendumNo1ET8 | Other | 03-06-2025 |
| Sl. No. | Item Description |
| 1 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispsoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge |
| 2 | Dismantling of RCC works carefullymanually without damaging adjacent structures excluding cutting of reinforcementincluding stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge |
| 3 | Dismantling old ceiling plaster for ceiling height up to 4m above FFL carefully and cleaning the surface for plaster including scaffolding, disposal of rubbish to the dumping ground within 100 m lead, cutting of 2nos. of 10 mm M.S. Rod per Sq.m. if required etc. complete including protecting the permanently fixed laboratory equipments, other equipments, fragile materials etc. while dismantling. After dismantling and disposing the rubbish, providing and applying white cement based wall putty over concrete or Plastered surface minimum 3 mm and up to 6 mmthick including cleaning complete all as directed by the Project Engineer.Notes: 1. Fan coil units, fixed equipments in lab etc. to be covered with tarpolene/plastic cover. 2. While dismantling plywood platforms should be fixed on the scaffolding to protect the underlying equipments. 3. This item includes bringing dismantled debris/rubbish from all the floors to the dumping ground within 100 m lead. 4. Dismantling of plastering should be done by chiselling and mechaical means without damaging the RCC. |
| 4 | Dismantling tile work in floors, walls and roofs laid in cement mortar including stacking material within 100 m lead For thickness of tiles above 10 mm and up to 25 mmetc.complete as directed by Engineer in charge. |
| 5 | 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 |
| 6 | Dismantling doors, windows and clear storey openings (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) of area 3.00 Sq.M and below |
| 7 | Collecting of structural steel scrap and cutting into pieces and stacking the same as instructed by Project Engineer at various locations of BARC, Trombay Mumbai. |
| 8 | 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. |
| 9 | Providing and Fixing 3.00 mm thick Homogeneous PVC sheet / tile in flooring and skirting of aproved make in approvedpattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer, levelling small undulations with plaster of 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. |
| 10 | Providing and fixing 35 mm thickflush 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 veneeringwith internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete. |
| 11 | Extra for providing and fixing flush doors with decorative veneering in one side and commercial plywood finish in other side. |
| 12 | Extra over flush door shuttersmaking rebate for double leaf shutters of all sizes, thicknessand finishes complete as per the drawings |
| 13 | 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. |
| 14 | Providing wood work usingSecond class teakwood 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. |
| 15 | Providing and fixing decorative high pressure 1.0 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. |
| 16 | Providing and fixing 12mm thick calcium silicate board of approved brand and manufacturer in panelling fixed aluminium partition frames with C.P brass/stainless screws etc. Filling the joints with approved putty to get a seamless joints complete as per Architectural drawing and direction of Enginee-in-Charge. |
| 17 | Providing and fixingapproved make 7 LeverNight latch including necessary screws etc in wooden doors complete all as directed at site . |
| 18 | Providing and fixing aluminium hanging heavy qualityfloor door stopperISI markedwith twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete. |
| 19 | Providing and fixing 12 mm thick Cement based particle board with 1 mm thick Lamination sheet Sued/Mat finish of approved colour/ shade in approved design/patten with approved wood anti bubble waterproof adhesiveand fixing the same in existing aluminium frame for wall panelling with C.P brass / stainless screws, decorative fastners etc. (Rear side of boardsto be painted with approved wood primer) including providing 1mm groove in lamination complete as per architectural drawings and directions of Engineer-in-Charge. Note: Cement based particle board shall fulfill Technical Parameters such as Density of 1100 Kg/M3, Moisture content of 9% +/- 3%, Bending Strength of 9N/mm2, Compressive strength of 15N/mm2, Surface holding power perpendicular to surface 205Kg, Screw holding power perpendicular to surface 312 kg |
| 20 | Providing and fixing 18 mm thick Cement based particle boardwith 1 mm thick Lamination sheet Sued/Mat finish of approved colour/ shade in approved design/patten with approved wood anti bubble waterproof adhesiveand fixing the same in existing aluminium frame for wall panelling , Partitions, etc. with C.P brass / stainless screws, decorative fastners etc. (Rear side of boardsto be painted with approved wood primer) including providing 1mm groove in lamination complete as per architectural drawings and directions of Engineer-in-Charge.Note: Cement based particle board shall fulfill Technical Parameters such as Density of 1100 Kg/M3, Moisture content of 9% +/- 3%, Bending Strength of 9N/mm2, Compressive strength of 15N/mm2, Surface holding power perpendicular to surface 205Kg, Screw holding power perpendicular to surface 312 kg |
| 21 | Supply of skilled manpower for carrying out various carpentry maintenance works with necessary tools such as chiesel ,hammer ,wood planner,screw driver,wood saw,tape etc to attend wooden and aluminium carpentry maintenance work , plumbing works and also seasonable departmental works, alloted by the Engineer -in -charge on daily basis.Note : Carpentary and plumbing tool kit shall be arranged by contractor at his own cost. |
| 22 | Supply of unskilled manpower for carrying out various carpentry maintenance works with necessary tools such as chiesel ,hammer ,wood planner,screw driver,wood saw,tape etc to attend wooden and aluminium carpentry maintenance work, plumbing works and also seasonable departmental works, alloted by the Engineer -in -charge on daily basis.Note : Carpentary and plumbing tool kit shall be arranged by contractor at his own cost. |
| 23 | 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)Anodised Aluminium sections (Minimum anodizing thickness of 15 micron)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 membersand fixed with M.Swashers & nuts. 4) Only Aluminium members alone shall be measured and paid for. |
| 24 | Extra over for Item No. 23 for colour anodizing. |
| 25 | Providing and fixing approved shape of locks cum handle of approvedmake for sliding shutters. |
| 26 | Providing and fixingapproved quality stain less steel body roller wheelsof approved make for slidingshutters. |
| 27 | Providng and fixingAluminium Grill 10 mm thick, in natural Silver anodising of min 15 Microns with a opening size of 80 mm x 66 mm and Minimum weight of 3.13 Kg/ Sq.M including providing anfd fixing Suitable \"F\" / \"H\" section outer frame and mullion fixing with screws complete all as per specifications and as directed at site by the Engineer-in-Charge .Aluminium alloy shall be of 6063-T6 with Yield strength ofminimum 6.5 kg/ sq.mm. |
| 28 | Providing and fixing PVC Integral Foam sheet of white/off white colour of 8 mm thick in panelling, masking, fixed in aluminium doors, windows, shutters and partition frames with stainless steel screws etc. complete as per drawings and as directions of Engineer-in-charge. Note : 1. PVC integral foam sheet shall fullfil Technical Parameters such as Density ranging 0.45 to 0.60 g/cc, Hardness greater than or equal to 55 in \"D\" shore, Tensile strength greater than or equal to 11 Mpa, Elongation at break greater than or equal to 10%, Charpy impact strength greater than or equal to 10 Mpa, Vicat softening Temperature greater than or equal to 75 Degree Centigrade, Water absorption Less than or equal to 1% and Flammability as per UL94 is V0 Rating.2. Aluminium framework shall be paid under the relevant item of this schedule. |
| 29 | Providing and fixing PVC Free Foam colour sheet of 3mm thick around AC Cladding over Aluminium sections with stainless steel screwstc. complete as per drawings and as directions of Engineer-in-charge. Note : 1. PVC integral foam sheet shall fullfilTechnical Parameters such as Density 0.45 to 0.60 g/cc, Hardness is more or equal to 34 in \"D\" shore, Tensile strength more or equal to 13 Mpa, Elongation at break is more or equal to 9%, Modulus of elasticity 900-1500 Mpa, Izod impact strength more or ewqual to 9 Mpa, Diaelectric strength more or equal to 90 KV/cm, Vicat softening Temp. more or equal to 73 Degree Centigrade, Water absorption Less than or equal to 1% and Flammability as per UL94 is V0 Rating etc. 2. Aluminium framework shall be paid under the relevent item of this schedule. |
| 30 | Providing and fixing Mechanical roller blinds of approved make as per the manufacturer\"s specifications with drive unit, End plug, support brackets, roller tube, bottom rail, ball chains all described below. Drive unit to be of moulded plastic with straight rectangular support pin & inserted into the tube end. It shall be driven by a ball chain pulley and can be positioned at right or left side of the shade. The shade when lowering or raising shall automatically be lockable upon release of the ball chain by means of friction lock. End plug shall be moulded to plastic locking pin. The plug shall be inserted into the tube end. Support brackets shall be of zinc plated steel & provided with moulded plastic covers & used in right or left hand positions differentiated by acceptance of the rectangular drive unit support or the round idler plug pin. Roller tube shall be made out of roll formed steel of thick. Suitably protected against corrosion, & keyway integral with the tube to accommodate the spline , Out side diameter of the roller tube shall be 25mm. Bottom rail shall be a stiffening element inserted into a bottom rod pocket. Tube to be of the material as approved out of timber, PVC, steel or VB bottom rail. Ball chain shall be 2mm diameter cord with acetyl balls moulded co-axially to it on 6mm pitch to form ball chain. Rate to include the cost of decorative trims also.Openness shall be 5%. Mode of measurements:- Sq.mtr area.Front Elevation,No wastage to be added. |
| 31 | Filling the gap between aluminium frame, section, granite, glass/ ACP joint by providing weather silicon sealent over backer rod of approved quality as per direction of Engineer-in-charge complete. |
| 32 | Providing and fixing glazing withclear float glass panes of 5.00 mm thicknessin 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) |
| 33 | Providing and fixing 4 Lever Mortice Lock of approved make suitable for aluminium sections |
| 34 | Providing and fixing 6 mm thick mirrors of approved make with bevelled edges complete with 6 mm thick Plain asbestos sheet back ground fixed to walls with consealed type Mirror C.P. brass screws and concealed washers complete. all as per specifications and as directed by the Engineer-in-Charge. |
| 35 | 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/ metalscrapand depositing at Trombay stores as directed by the Engineer-in-charge at site. Up to 5.00 M Height |
| 36 | GI .lathe sections75mm wide & 18g thick |
| 37 | M. S. bottom rails (pressed type 10G with locking arrangement, handles, etc. in both ends and sides. |
| 38 | Providing, supplying , fabricatingand assemblingShaft asembly for Rolling shutters using Heavy M.S. Pipes, springs & ring pully complete including erection. |
| 39 | Providing, supplying , fabricatingand fixing M.S. hood cover with 0.90 mm thick M.S sheet with supports forrolling shutterscomplete including erection |
| 40 | Providing, supplying and fixing M.S.guide channals with supports for existingrolling shutterscomplete including erection. |
| 41 | Providing, supplying and fixinggear wheel of 250 mm Diameter to existing rolling shutterscomplete including erection. |
| 42 | Providing, supplying and fixinggear wheel of 325 mm Diameter to existing rolling shutterscomplete including erection. |
| 43 | Supplying the followingmaterial conforming to IS specifications, approved make in Mod Lab, CED store, stacking complete as per specifications and as directed by Engineer-in-charge. |
| 44 | D-Type aluminium handle 175mm X 125mm X 12mm |
| 45 | Stainless steel Towerbolt 150mm X 12mm (SS304) |
| 46 | Aluminium die cast body tubular type universal door closer |
| 47 | 6-lever Mortise lock |
| 48 | 6mm thick Fibre cement board. |
| 49 | 4 -lever Mortise Lock for aluminium partition (Dead Lock) |
| 50 | Multipurpose 4-Lever Lock for Drawers, Cabinets etc. |
| 51 | High Performance adhesive for bonding wooden laminates, furniture etc. (1 kg pack) |
| 52 | Box for Stainlesss steel screw of Size 19mm x 6mm Note : 1 box contains packet of 500 nos of Screws. |
| 53 | Box for Stainlesss steel screw of Size 25mm x 6mm Note : 1 box contains packet of 400 nos of Screws. |
| 54 | Box for Stainlesss steel screw of Size 38mm x 8mm Note : 1 box contains packet of 200 nos of Screws. |
| 55 | Box for wooden screw of Size 50mm x 8mm Note : 1 box contains packet of 100 nos of Screws. |
| 56 | Box for wooden screw of Size 35mm x 8mm Note : 1 box contains packet of 100 nos of Screws. |
| 57 | Supplying 6 mm thick commercial plywood of approved make conforming to IS of size (8\" x 4\") in Mod Lab, CED store, stacking complete as per specifications and as directed by the Engineer-in-charge. |
| 58 | Supplying 12 mm thick commercial plywood of approved make conforming to IS of size (8\" x 4\") in Mod Lab, CED store, stacking complete as per specifications and as directed by the Engineer-in-charge. |
| 59 | Supplying 18 mm thick commercial plywood of approved make conforming to IS of size (8\" x 4\") in Mod Lab, CED store, stacking complete as per specifications and as directed by the Engineer-in-charge. |
| 60 | Supplying man power along with necessary plans, spades, shavels, punjas, ropes, small spacial spades, rain coats etc, minimum two labours per day and maximum any number of labour as and when decided by Project Engineer to work for eight hours per day to carryout the cleaning work, loading work etc as directed by Project Engineer. |
| 61 | Earth work excavation from 0.00 to 1.50 m depth from Average Ground Level by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete andas directed by the Engineer-in-charge. |
| 62 | Supplying, stacking and laying of 230 mm thickrubble soling stones as under floor baseincluding 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 |
| 63 | 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 grade with minimum cement content 320 Kg/m3 including consolidation, finishing, curing etc. complete as per specification and drawingsbut excluding the cost of Formworkshuttering, centering and steel reinforcement at all Levels |
| 64 | Providing, centering, shuttering Form work for Super Structure using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels |
| 65 | Providing and laying in position Reinforced CementConcrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in superstructure up to 20.00 m height .Note: i) In view of limit on water-cement ratio for durability requirements, concrete admixtures (Naphthalene / Melamine based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for these items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete.ii) Minimum cement content per cum of concrete is as mentioned below :For OPC:Using River sand-400Kg,Using Manufactured Sand-425KgFor PPC:Using River sand-440Kg,Using Manufactured Sand-465Kg |
| 66 | 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 coatedG.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 Fe-500D grade of all sizes .TMT bars to be supplied by the contractor shall conform to IS – 1786(Latest edition) and BARC specificationNote: 1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories without 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. |
| 67 | 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 ofapproved manufacturers.(ISI marked) All test reports to be provided along with the supply of the materialsconforming to IS:2062Notes :1. 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. 2. Welding weights, connections, bolts and nuts shall notbe measured for payment but the cost of which shall be deemed to have been included in the rates. 3. Welding Electrodes from approved manufacturers meeting all the technical specifications (the electrode gives smooth radiographic quality weld with low spatter and smoke) 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. |
| 68 | Providing structural repairs in old damaged concretestructures / surfaces with approved Polymerwith following operations: 1) Removal of loose/Spalled ordamaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water2) 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 aboveto 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 shallbe used). |
| 69 | Providing and fixing 12mm diameter and 100mm long Stud Type Anchor Fastner made up with carbon steel, galvanised to min. 5 micron, having mechanical properties such as Nominal tensile strength 800 N per sq. mm, Yield strength 640 N per sq. mm etc. including drilling in concrete as per requirement for fixing Eps or other structuresall as specified by the manufacturer complete all as per specifications and drawings and as directed by EIC. |
| 70 | 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 |
| 71 | Providing, supplying and laying pre polished granite slab flooring / dado / Wall claddingwithnot less than 15 mm thick graniteslabsof approved black shade over20 mmthick base cement mortar 1:4 (using crushed sand) laid and placedwith grey cement slurry includingfilling the joints with matching whitecement basedtile groutcomplete all as per specifications and drawings. |
| 72 | Lead charges for lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rates in respect of Item is applicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement |
| 73 | Providing and constructing Brickwork in cement mortar1:4 using crushed sand withFlyash/ FlyashLime bricks with minimum 70 kg/ sq.cm strength of approved make and size in super structure up to and including FloorIILevel including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. |
| 74 | Providing and constructing Half brick masonry using Flyash/ FlyashLime brickswith 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) |
| 75 | Providing 15mm thick plastering using Ready mix internal plastering compound of approved make for internalfaces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding completeall as per specifications and as directed at site by the Engineer-in-charge |
| 76 | Providing20 mm thick plastering using Ready mixexternal plastering compound ofapproved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaningscaffoldingup to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge |
| 77 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 of approved make. shade andcolour of size ranging from300 - 600 mm long and 300 mm - 600 mm wide and thickness not less than 6 mmas approved byEngineer-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 withmatching 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. |
| 78 | Providing and fixing Glazed VITRIFIED floor tiles of approved make in different sizes conforming to IS 15622 inall colours and shades in Glossy or Matt or satin finishlaid over a bed of minimum20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints withwhite 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 |
| 79 | Extra over Item No. 58 for polymer mortar in place of cement mortar. |
| 80 | Providing and applying French spirit polishing for wooden sufaceswith twocoats on new works including a coat of wood filler to form a uniform neat finishas directed by the Engineer -in-charge and / or as per the specifications complete as directed by the Engieer-in-charge |
| 81 | Providing and applying two coats of Anti-carbonaton paint of approved colour and shade of approved manufacturers on concrete surfaces (ceilings, beams, columns etc.) |
| 82 | Providing, applying wall painting twocoats with flat oil paint which have lustrous surface / texture of approved brand to give an even shade over acoat of cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 83 | Providing and Painting twocoats of synthetic enamel paint on steelsurfaces of approved brand and manufacturer to give an even shade over aprimer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 84 | 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. |
| 85 | Providing and painting, finishing withantifungal paint of approved make with two coats over treated surface all as per manufacturer\"s specifications and as directed by the Engineer-in-chargeNote: 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. |
| 86 | Core cutting in RCC beyond 100 mmup to and including 150 mm Dia. |
| 87 | Providing SFMC Micro concrete for strengthening of structural membersincluding mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge-Using 100% SFMC |
| 88 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces, chajjasetc. consisting of flowing operations(i) Injecting the top slab as required with cement and approved water proof compound solution to fill up all inherent holes, voids honey combs etc.in the concrete slab, setting\"autoclaved aerated light weight block bats\" coba in waterproof mortar with necessary gradient for easy flow of water & continue the treatment along the inner faces of parapet or other adjoining wall upto a height of 300 mm in the shape of vatas, finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (usingriver / crushed sand) admixed with proprietary water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including mixing \"polyster fibre of approved make\" 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 slurry and making pattern of 300 X 300 mm square, 3 mm deep (v) The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order and as directed and as specified by the Engineer-in-charge.120 mm Average thickness for terracesusing river sand / crushed sand |
| 89 | Carrying out Civil Engineering works like surveying & leveling, checking of form work fabrication, reinforcement fabrication as per drawings, witnessingsample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade ofconcrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars andbrickwork, 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. 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. 1,433/- per day of shortfall in notice period will be levied on the contractor. |
| 90 | Carrying out Construction safety implementation works like daily walk through survey, monitoring safe working procedures (SWP/SOP) and implimentation of safety requirements, ensuring regular usage of safety gadgets by workers/staff, helping Engineer / Safety Officer to prepare various reports like Work Permit, Height Pass, Checklist etc.,reporting unsafe conditions/actsto the site engineer and preparation of monthly safety reports all as directed by the Engineer-in-charge. Notes :(1) Each Job shall be carried out by one qualified Safety Steward having minimum SSC with one year experience in Construction Safety field or SSC with certificate course in Construction Safety by MSME or equivalent Training Institute, with basic knowledge of First aid. (2) Deployment: The contractor shall deploy one Safety Steward for each job as Single Day work for 6 working days per week for minimum 8 ½ hoursper day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) 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. A single job shall be carried out by deploying one Safety Steward exclusively for theparticular job. (5) The Safety Steward should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Safety Stewardwill report to BARC Engineer/ EIC.(6) The minimum notice period before change of Safety Steward is 1 (one) month; failing which a compensation, for not providing technical support, ofRs. 1,151/- per day of shortfall in notice period will be levied on the contractor. |
| 91 | 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 paymentwill 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. 1,693/- per day of shortfall in notice period will be levied on the contractor. |
| 92 | Providing safety Personnel Protective Equipments (PPEs) for engineers, supervisors and workers including transportation, delivery, storage in good condition ,maintaining issue records etc. as instructed by Engineer in-charge. |
| 93 | Safety Helmets as per IS 2925 : 1984 (Reaffirmed 2000) or EN 397 CE marked approved including helmet refill with sweat band, chin strap for carrying load on head in construction works with Cotton Head band Model (ISI and DGMS approved). |
| 94 | Safety helmets as per IS 2925 : 1984 (Reaffirmed 2000) or EN 397 CE marked approved including helmet refill with sweat band, chin strap, air slot for ventilation etc.,material ABS Suspension 8 point plastic craddle rachet fit adjustment,adjustable chin strap,sweat band brushed cloth on foam of approved color. |
| 95 | Safety jackets - reflective jacket with fluroscent colour( green, yellow, orange) ,made of 110 gsm 100% Cotton Fabric. |
| 96 | Ear muff- lightweight with adjustable ear cup as per IS:6996 ‐1973(Reaffirmed 1998) or EN 352‐1:2002 |
| 97 | Safety shoe-as per IS:15298 Part 2 or EN 345 |
| 98 | Hand Gloves - with 2 Thread Poly-cotton premium quality cotton as per IS:4770–1991 (Reaffirmed 2001) |
| 99 | Maintenance work of\"Departmental owned sewage manhole cleaning robot\" having following features. The work includes periodic inspection and service-02 times in a year, General checkup-03 times in a year and addition service as per requirement and also includes the training to the operators. All labour, spares for maintening the robot in oprational condition as directed by the Engineer-In -Charge.A) Stand Unit with vertical lifting arragement:- a) Dimensions: 1350mm to 1400mm in length, 1625 to 1675 mm inheight, 825 to 875 mm in width,b) Cameras:1no’s IP68 suitableunder water camera with IR(28PCS), resolution 1080P and wide angle(108deg) for monitoring the robot entering and exiting the manhole., c) Display: 13.3\" Monitor 4 channel Video full HD nits display.The stand unithave10” Interactive touch screen for operation of the robot & detection of poisonous gases.d) Lights: 03 nos, 10 W High Intensity LED Lights. e)Supply Voltage : 230 V AC/50-60 Hz - 2.8 KVA. f)Working Air Pressure : 7 Bar. g)Electric Generator rated Output: 2.7 KVA, 230v/50hz. h)Air Compressor : 2 HP, 8 Bar Outlet Pressure with 50 litre Tank capacity .B) Robotic Unit ( which goes inside the sewage Manhole for cleaning)(Function: Picking& Shoveling) :- a)Degree of Freedom:Four (3 Rotational Degree and 1 Linear Degree with 150mm Stroke Length).b) Driving Height: 10 Meters. c) Bucket Capacity: Minimum 16 litres. d) Actuators: Pneumatic andElectric.The electric motor of48 VDC. e) Cameras:3Nos. IP68 suitable underwater camera with IR (28 PCS),resolution: 1080Pand wide angle(108 deg).Note : The bidder may visit the site and inspect the machine to understand the scope and condition, before submission of bid. |
| 100 | Removing / dismantling GI/PVC/PPR/CPVC pipe lines of 15mm diameter to 50mm diameterat all heights by mechanical /Manually with all connections, including chiselling and removing the embedded portions, all inter connections and proper plugging of the inlets and outlets to prevent water flow etc. from all the floor level, stacking of dismantled materials at the location as directed by Project Engineer. |
| 101 | Removing / dismantlingGI/PVC/PPR/CPVC pipe lines above 50mm diameter upto 150mm diameter at all heights by mechanical /Manually with all connections, including chiselling and removing the embedded portions, all inter connections and proper plugging of the inlets and outlets to prevent water flow etc. from all the floor level, stacking of dismantled materials at the location as directed by Project Engineer. |
| 102 | Supplying the following heavy quality plumbing fittings/materials conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge |
| 103 | 15 mm dia CP brass Bib cock of approved type and make. |
| 104 | 15 mm n.b. CP Brass Angle cock of approved make and type for inlet of wash basin/ flush cistern etc. |
| 105 | Heavy Quality CP Brass Bottle trap 31 / 32 mm of approved make for wash basins / urinal etc. |
| 106 | C.P Brass towel rail 600 mm long of approved make with 30 mm CP brass screws with concealed fitting arrangement. |
| 107 | 15mm CP brass 2in 1 bibcock and angle cock combination of heavy quality approved make as per specifications and as directed by the Engineer-in-charge. |
| 108 | Health Faucet (JET spray) with 1.00 metre long flexible tube connection in European/Anglo Indian closet under seat cover complete as directed by the Engineer-in-charge. |
| 109 | Heavy Quality 32 mm Dia and C.P. Brass waste coupling for wash basin and sink, of approvedmake, size and quality. |
| 110 | PVC inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15mm dia 450/600 mm long. |
| 111 | Tefflon tape ( 12 m length ). |
| 112 | Single component liquid pipe sealent 500gm box. |
| 113 | Supply of 31/32mm dia PVC bottle trap. |
| 114 | 32mm dia PVC Flexible wastepipe. |
| 115 | Vertical type, wall mounted, heavy duty stainless steel liquid soap dispenser of approved make.( 500ml ) |
| 116 | Black/white solid plastic seat with lid of approved make including CP Brass / SS bolts, screws etc. for pedestal type W.C/Anglo Indian type . |
| 117 | 150mm dia PVC float suitable for 25mm to 50mm ball cock of overhead water tanks of approved heavy quality. |
| 118 | Brass arm rod 300/350mm long for ball cocks suitable to PVC Ball for Over head tanks of approved heavy quality. |
| 119 | PVC low level / High level flushing cistern 10 litres capacity (approved make) in White colour with flush pipe with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures etc. complete as per specifications and as directed by the Engineer -in-charge. |
| 120 | White vitreous chinaware wash basin of size 550 x 400 mm including C I Brackets of specified of approved makeetc. complete all as per specifications and as directed by the Engineer-inCharge |
| 121 | Urinal (Flat Back)Whitesize 640 x 410 x 380 mm including brackets of specified of approved make etc.complete all as per specifications and as directed by the Engineer-in-charge |
| 122 | white vitreous china (Anglo Indian type WC pan) water closet ( universal) including seat of approved pattern of approved make |
| 123 | white vitreous Orissa pattern W.C. pan of size 580 x 440 mm of approved make |
| 124 | white vitreous china (European type/wash down type ) water closet pan of approved pattern of approved make |
| 125 | Stain finish stainless steel AISI 304 (18/8) kitchen sink of size 610 X 510mm without drain board and bowl size 545 X 445 X 200 mm depth as per IS 13983 of approved make, with C I brackets |
| 126 | C P brass ball cock of Techno make or approved equivqlent-25 mm dia |
| 127 | C P brass ball cock of Techno make or approved equivqlent-50 mm dia |
| 128 | Sun (Jute) for GIPipe |
| 129 | Chinaware P Trap |
| 130 | Supplying the following heavy quality GI Union fittingsconforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. |
| 131 | 15mm dia |
| 132 | 20mm dia |
| 133 | 25mm dia |
| 134 | 32mm dia |
| 135 | 40mm dia |
| 136 | 50mm dia |
| 137 | 80mm dia |
| 138 | Supplying the following heavy quality GI elbow fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. |
| 139 | 15mm dia |
| 140 | 20mm dia |
| 141 | 25mm dia |
| 142 | 32mm dia |
| 143 | 40mm dia |
| 144 | 50mm dia |
| 145 | Supplying the following heavy quality GI educer elbow/ Coupling fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. |
| 146 | 20X15 mm dia |
| 147 | 25X20 /25X15mm dia |
| 148 | 32X25/20mm dia |
| 149 | 40X25/20 mm dia |
| 150 | 50X40/32/25/20 mm dia |
| 151 | 75X50 mm dia |
| 152 | Supplying the following heavy quality GI Tee fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. |
| 153 | 15mm dia |
| 154 | 20mm dia |
| 155 | 25mm dia |
| 156 | 32mm dia |
| 157 | 40mm dia |
| 158 | 50mm dia |
| 159 | Supplying the following heavy quality GI Socket fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. |
| 160 | 15mm dia |
| 161 | 20mm dia |
| 162 | 25mm dia |
| 163 | 32mm dia |
| 164 | 40mm dia |
| 165 | 50mm dia |
| 166 | Supplying the following heavy quality GI Double (Hex) Nipple fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. |
| 167 | 15mm dia |
| 168 | 20mm dia |
| 169 | 25mm dia |
| 170 | 32mm dia |
| 171 | 40mm dia |
| 172 | 50mm dia |
| 173 | Supplying the following heavy quality GI Plug fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. |
| 174 | 15mm dia |
| 175 | 20mm dia |
| 176 | 25mm dia |
| 177 | 32mm dia |
| 178 | 40mm dia |
| 179 | 50mm dia |
| 180 | Supplying the following heavy quality GI Reducer Tee fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. |
| 181 | 20X 15 mm dia |
| 182 | 25X 20/15 mm dia |
| 183 | 32X 25/20 mm dia |
| 184 | 40X 25/20mm dia |
| 185 | 50X32/25/20/40 mm dia |
| 186 | 75X50 mm dia |
| 187 | Supplying the following Heavy quality (C-Class) Galvanised Iron pipes of approved quality with ISI marked all as directed at site by EIC. |
| 188 | 15 mm dia |
| 189 | 20mm dia |
| 190 | 25mm dia |
| 191 | 32mm dia |
| 192 | 40mm dia |
| 193 | 50mm dia |
| 194 | 80mm dia |
| 195 | Supplying Chlorinated PVC (CPVC) pipes of 50 mm Diameter having thermal stability for hot & cold water supply and drainage as directed by the Project Engineer/EIC. |
| 196 | Supply the following CPVC pipe fittings as directed by the project Engineer/EIC. |
| 197 | 50 x 50 mmTee |
| 198 | 50 x 50 mm bend |
| 199 | 50 x 50 mm reducing socket |
| 200 | 50mm / 40mm dia plug |
| 201 | Supplying the PVC -Elbow /socket/Tee/Cap fittings as directed by the Engineer -in -charge |
| 202 | Supplying general purpose epoxy sealing compound for -250 gms as directed by EIC. |
| 203 | Supplying sealent for CI pipe joints-500 gms as directed by EIC. |
| 204 | Supplying Rust Remover-280 ml as directed by EIC. |
| 205 | Supplying of approved quality Chokeup pump as directed by EIC. |
| 206 | 6\" Dia with long handle |
| 207 | 4\" Dia with long handle |
| 208 | Supplying approved quality quarter turn brass ball valve as directed by EIC |
| 209 | 15mm dia |
| 210 | 20mm dia |
| 211 | 25mm dia |
| 212 | 32mm dia |
| 213 | 40mm dia |
| 214 | 50mm dia |
| 215 | Supplying approved heavy Quality C P Brass waste coupling for sink of100 mm diameter of approvedmake, and quality as directed by EIC. |
| 216 | Supplying approved quality white cement of 1 kg bag as directed by EIC. |
| 217 | Supplying of following heavy quality CP brass fittings conforming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge. |
| 218 | Pressmatic series Auto shut Urinal Flush cock of 15 mm dia for urinals in G.I. lines making leaking tight, testing etc complete |
| 219 | 15 mm CP Brass Urinal spreader size with 1/2\" BSP thread and shapes, weighing not less than 60 gms ofapproved make and type. |
| 220 | Supplying position heavy pattern screw down gun metal gate valve with handles and wheels of approved makeas directed by the Engineer-in-charge. |
| 221 | 15 mm n b |
| 222 | 20 mm n b |
| 223 | 25 mm n b |
| 224 | 32 mm n b |
| 225 | 40 mm n b |
| 226 | 50 mm n b |
| 227 | 80 mm n b |
| 228 | Supplying 15 mm n.b. approved make Lab Cock of the following sizes with appropriate fittings as required for the Lab cock complete as directed by EIC. |
| 229 | One way Lab cock |
| 230 | Two way Lab cock |
| 231 | Three way Lab cock |
| 232 | Supplying washer of approved quality. |
| 233 | Urinal Push Cock/Bib tap washer |
| 234 | Flush Tank Washer |
| 235 | Supplying of PVC pipes af approved quality. |
| 236 | 50 mm dia |
| 237 | 80/90 mm dia |
| 238 | 110 mm dia |
| 239 | Supply of PVC Fittings-Tee |
| 240 | 50 mm Dia |
| 241 | 90 mm Dia |
| 242 | 110 mm Dia |
| 243 | Supplying PVC Fittings- Plain bend/door bend and elbow |
| 244 | 50 mm Dia |
| 245 | 90 mm Dia |
| 246 | 110 mm Dia |
| 247 | Supplying C P Brass Health faucet Header |
| 248 | Providing and Fixing Heavy Quality 15 mm C.P brass swan neck pillar cock of approved make as per specification and as directed by the Engineer-in-charge |
| 249 | Providing and fixing of Hollow metal fire rateddoors 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 shouldbe available for vision lites /panels as part of the fire door assembly. Independent glasstest 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 ofG.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 havingCBRI certificate) |
| 250 | Extra over item no. 105 for providing And fixing following furniture fittings for Hollow metaldoors, complete as per specifications and as directed as directed by the Engineer-in-charge |
| 251 | SS304 Ball bearing heavy duty butt Hinges of size 100 x 75 x 3 mm |
| 252 | Door Closer - Std Arm |
| 253 | Dead Lock with both side Key Cylinder |
| 254 | Stainless SteelSS304 Pull - H- Type handle- 32mm Dia & 600 mm Long |
| 255 | Fire rated Clear Glass 6mm thick- 200mmx 300mm for vision pannel. |
| 256 | Concealed Flush Bolt- 300 mm for Double door shutter |
| 257 | Four point SS panic bar with external Trim. |
| 258 | Supplying of approved Acrylic firestop filler mastic sealant tube of 310 mL capacity having density 1.34-1.48 g/cubic cm at 20 degree Celsius temprature to maintain the fire resistance performance of structural firestop joints in walls, floor and ceiling connections. The fire rating shall be up to 4 hours with BS EN 1366-4: 2006 specification . |
| 259 | Providing and fixing hand rail using 304 grade Stainless Steel pipesof approved size and make and qualityby welding, mirror / matt polishing, fixing at siteetc. forbalcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge |
| 260 | Providing and fixing 15 mm C.P brass pillarcock of heavy Quality of approved makeand specied typeas per specifications and as directed by the Engineer-in-charge. |
| 261 | Providing and fixing Chlorinated PVC (CPVC) pipes of 80mm Dia Schedule 80 pipehaving thermal stability for hot & cold water supply and drainage including all CPVC plain & Brass threaded fittings, fixing the pipe with clamp at 1.00m spacing. This includes jointing of pipes & fittings with compatible CPVC solvent cement & testing the joints complete all as per specifications, drawings and as directed by the project Engineer. |
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