Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | SECTION A - EXCAVATIONEarthwork excavation 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 500mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. |
| 2 | From 0.00 to 1.50 m depth from avg. Ground Level |
| 3 | From 1.50 m to 3.00 m depth from avg. Ground Level |
| 4 | From 3.00 m to 4.5m depth from avg. Ground Level |
| 5 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etcSoil |
| 6 | Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.Soil |
| 7 | Lead charges for lead exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc.Soil |
| 8 | Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc. |
| 9 | Debris |
| 10 | Lead charges for lead exceeding 4 KM not exceeding 5 KM, by mechanical transport includinmg loading,unloading, stacking / levelling etc SoilNote: The rates in respect of above items are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 30% in respect of Debris from corresponding STACK / TRUCK Measurement. |
| 11 | Murum filling under floors of specified thickness in layers of not more than 150mm thickness including supplying required materials and consolidation etc. complete (Murrum to be brought from out side campus of BARC). |
| 12 | Labour charges for murum filling under floors of specified thickness in layers of not exceeding 150mm thickness including consolidation etc. complete (using murrum available at BARC campus with a lead of up to 4 Km) |
| 13 | SECTION B - P.C.C. , R.C.C. & FORMWORKProviding and laying in position cement concrete of 1:3:6 (1cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering Complete at all levels.Note: The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. |
| 14 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels.Note: The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. |
| 15 | Providing and fixing at all levels precast members using cement concrete of Grade M-30 in copings and/or bed blocks, plain window sills, shelves, louvers, steps, staircases, trench covers, drain covers etc. including hoisting and setting in position with C.M 1:3 (using crushed sand) cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge.Note: The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. |
| 16 | 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. |
| 17 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.Note: The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. |
| 18 | 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.Note: The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. |
| 19 | up to Plinth Level (up to Structural Floor level of Ground Floor) |
| 20 | for RCC all grades in superstructure upto 20.00 metre height |
| 21 | Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants. |
| 22 | 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 drawings, specifications and as directed by the Engineer-in-charge at all levels |
| 23 | For Sub Structure (up to Structural Floor level of Ground Floor) |
| 24 | For Super Structure |
| 25 | SECTION C - REINFORCEMENT & STRUCTURAL STEELProviding 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 with 1.6 mm dia soft drawn annealed G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. etc. complete including cost of binding wire, complete as per specifications and drawings. - Steel supplied by the contractor. - Using TMT bars of specified grades all dia bars. TMT bars to be supplied by the contractor manufactured by approved brands of BARC only Confirming to IS:1786. Notes : 1. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories with out any extra cost. 2. Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3. Cover blocks shall be of same grade of concrete. |
| 26 | Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc. including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Using materials manufactured by approved brands of BARC only All test reports to be provided along with the supply of the materials Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2)Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.(3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (4) Edges of plates shall be grinded to uniform smooth finish. '(5) Full length welding shall be carried out as directed by the EIC. |
| 27 | 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 of approved equivalent quality/ product meeting technical parameters, confirming to IS 2062. All test reports to be provided along with the supply of the materials. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2)Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.(3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (4) Edges of plates shall be grinded to uniform smooth finish. (5) Full length welding shall be carried out as directed by the EIC. |
| 28 | 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 |
| 29 | SECTION D - BRICKWORK & RANDOM RUBBLE MASONRYProviding and constructing Brickwork in cement mortar 1:6 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70kg/Sq.cm strength of approved make and size in Substructure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. |
| 30 | Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash/Flyash Lime bricks with minimum 70kg/sq.cm strength of approved make and size in super structure upto and including Floor II Level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. |
| 31 | Providing and constructing Half brick masonry using Flyash/ Flyash Lime bricks with minimum70kg/Sq.cms trength of approved make and size in partition walls in C.M1:4 (using crushed sand) including scaffolding, raking out joints, curing etc.complete and with stiffners of RCC1:2:4 (105 X 75mm size) at every 900mm 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) |
| 32 | Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications. |
| 33 | Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site.110 mm dia UPVC Pipes |
| 34 | Providing Raised and cut pointing on stone with cement moratr 1:3 using crushed sand as per specifications and as directed at site by the Engineer-in-charge. |
| 35 | SECTION E - FLOORING WORKSProviding and laying 50mm thick cement concrete flooring with concrete hardner topping under layer 38mm thick cement concrete 1:2:4 and top layer 12mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 30X3mm glass strip, This includes cost of cement slurry, finishing to the required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings. |
| 36 | Providing and fixing 10mm thick flooring with acid and alkali resistant tiles of approved make and colour as per IS4457 using acid and/or alkali resistant mortar bedding and joints filled with acid and/or alkali resisting Epoxy for 5 to 8mm depth over a bed of Bitumastic compound 8 to 10mm layer and bitumastic primer complete as perthe direction of the Engineer-in-charge In flooring over a bed of minimum 10mm thick acid proof mortar with acid and/or alkali resistant tiles of size 300X300X10mm of approved colour including providing required slopes and levels (this work to be carried out through approved specialized agency) complete as per specifications and as directed by the Engineer-in-charge. |
| 37 | Providing and laying minimum 25mm thick uniform shade Kotah stone flooring over 20mm thick (Avearge) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtain mirror polish complete with base cement mortar 1:4 (using crushed sand ) all as per specifications, patterns and drawings complete. |
| 38 | 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-incharge 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. |
| 39 | Providing and Fixing Homogeneous 2.00 mm thick PVC sheet / tile in flooring and skirting of approved make in approved pattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer including, levelling small undulations with plasterof paris if required , rolling with light wooden roller weighing about 5 kg all complete as directed by Engineer-in-charge in approved colour and shade. |
| 40 | Providing and laying Self levelling Epoxy flooring, including preparation of the surface, primer coat, screeding & levelling coat and finishing coat with Polyurethene coat of approved colour and shade of approved make all as per manufacturers specifications complete as directed at site by the Engineer-in-charge (This Job tobe carried out through a specialized approved agency)a) 4mm thickness. |
| 41 | Supplying, stacking and laying of 230mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of binding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge. |
| 42 | Providing, supplying and laying pre polished granite slab flooring /dado / Wall cladding with not less than 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.Using approved black shade. |
| 43 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge. |
| 44 | SECTION F - DOORS, WINDOWS ETCProviding and fixing anodized aluminium work for doors, windows, ventilators, louvers 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)Colour Anodised Aluminium sections (Minimum anodizing thickness of 15 micron). |
| 45 | Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item).With clear float glass panes of 6.00 mm thickness. |
| 46 | Providing, supplying and fixing hollow metal flush steel doors 40 mm thick of approved make consisting of door frame and shutters and all hardware fittings, frame made out of 14g thick G.I sheets and shutters made of 16g thick sheets, hollow portion filled with puff, including necessary stiffners in shutters and frame, vision panel of specified size with 4 mm glass and clip on pressed steel frame for vision panels, fixing 4 nos heavy duty stainless steel 304 grade ball bearing hinges, mortise / dead lock of approved make, a pair of 200 mm long stainless steel handles, 250 mm long stailless steel tower bolt, etc. frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete, fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 47 | Providing and fixing FRP door shutters flush door / panelled type with plain colour or wooden veneer finish of approved make, design & colour. made out of 1.5 mm thick FRP skin moulded over wooden frame work of 40 mm wide and required thickness wooden styles and minimum 100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foam and fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges with S.S. wood screws. 35 mm thick panelled door type of approved colours including the cost of 100 mm ISI marked heavy quality stainless steel butt hinges with necessary screws. |
| 48 | SECTION G - PLASTERING & PAINTINGProviding 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge. |
| 49 | Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge. |
| 50 | Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured) |
| 51 | Providing and Painting with 1st quality acrylic washable distemper (ready made) with Two coats on new work of approved make and manufacturer and of required shade and colour, including scaffolding, preparation of the surfaces ,etc., including a coat of approved cement primer.as per manufacturer's specifications and as directed by the Engineer-in-charge. |
| 52 | Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 53 | Providing and painting two (or) more coats with Epoxy paint at all locations prepared and applied as per manufacturer' specifications including a priming coat if specified by the manufacturer, preparation of surface by cleaning with wire brush and rubbing with sand paper to remove dust, dirt etc, after first coat Epoxy based trowelling compound if required, including preparation of the surface by scrapping, applying sandpaper, by cleaning with wire brush and rubbing, making free of rust, dirt etc. filling the holes, joints, cracks if any etc. complete all as per manufacturers technical data and as directed at site to acheive 200 micron film thickness (50 micron primer coat + 150 micron finishing coat). |
| 54 | 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. |
| 55 | Providing , applying one coat of acrylic based textured plaster of approved make with the finish as directed with average thickness of 2.50 mm and finished with 2 coats of high performance coating of approved shade including preparation of the surfaces, complete. as per specifications and as directed by the Engineer-incharge. |
| 56 | SECTION H - WATERPROOFING WORKSProviding patented cement based water proofing treatment from outside to Basement, lift pits, trenches, and other underground structures during construction, consisting of a water proof layer over cement concrete 1:3:6 bedding finished with Rough Shahbad stone of about 20 mm thick, well pointed in the joints with cement and approved make waterproofing compound as per manufcturer's specification and continuing the treatment after completion of floor slab & side walls on the outer face of walls up to 300 mm above the adjacent ground level complete as directed by the Engineer-incharge. The total treatment of waterproofing treatment shall be around 75 mm for floors and 35 to 40 mm thick for walls. a) From 0.00 to 6.0 m depth using river sand / crushed sandNotes : 1. The cost of 1:3:6 is not included in this item and is to be catered for separately. 2. A working space of about 600 mm shall have to be provided in the excavtion separately for the treatment of exterior faces of walls. 3. The water proofing treatment is to be Guaranteed for borne dry condition for a period of 10 years. 4. The measurement for payment shall be as per actual area covered by the treatment. |
| 57 | Providing and laying waterproofing treatment in sunken portions of WCs, bathrooms etc. by appying cement slurry mixed with waterproofing cement compound consisting of applying : (a) 1st layer of slurry of cement @0.488 kg/sq.m mixed with waterproofing 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 @0.242kg/sq.m mixed with waterproofing cement compound @0.126kg/sq.m.This layer will be allowed to air cure for 4hours 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 20mm thick jointless cement mortar of mix 1:4 (using crushed sand) ad mixed with proprietary waterproofing compound conforming to relevant IS and approved by Engineer-in-charge including mixing Fibre at the rate of 125 grams per 50kg ofcement into player 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. |
| 58 | Providing and Laying cement concrete 1:2:4 in superstructure (1 cement, 2 crushed sand, 4 brick aggregates 20mm to 40mm) for filling sunken floors of toilet bath & kitchenad mixed with proprietary waterproofing compound as per manufacturer's specifications and approved by Engineer-in-charge including scaffolding, consolidation, finishing curing etc. |
| 59 | Providing Chemical based waterproofing of modified acrylic emulsion Polymer and Elasomeric waterproofing coating of approved equivalent product over terrace slab/parapet/sidewalls etc. at all elevations including polycon based fibrous net complete including cleaning and preparation of surface and testing by ponding water complete with following operations.1.Removing of all loose materials by wire mesh and clean entire terrrace with clean water by using water jet wherever required. 2.Open all visible crack by plaster cutting machine in \\"V\\" shape. 3.Dilute binder with water in the Ratio of 1:4 and pour on the bare slab to be treated. 4. Apply binder and cement in the ratio of 1:1 and water to obtain paste like consistancy and fill the cracks. 5. Apply bond coat binder and cement in the ratio of 1:1 to entire terrace. 6. First coat binder & cement at the rate of 1.48 sq.m per litre. 7. Lay polycon based firous net (polester geotextile of minimum 80GSM) for entire area immediately before drying of firstcoat to get proper bonding 8. Apply one more coat of binder & cement above fibre net. 9. Apply 2 coats @2.40 Sq.M per litre with dilution 10% weight of potable water. 10. Test the surface for water tightness. |
| 60 | SECTION I - ROAD WORK, FENCING & MISCELLANEOUS WORKS Providing, designing and fixing of 3.00mt Height fencing of Galvanized and Thermoplastic Powder coated welded mesh system with SS Concertina Coil and SS Barbed wire (blades 316 and wire SS304), including PVC H shaped post with 4mm dia. 358 weld mesh, panel height 2.456m and width 2.488m with 4V Bends etc. the fencing produced by electrical resistance welding of galvanized wires and subsequently thermoplastic powder coated as per follows.: Weld mesh Panels for the fence will meet the standards of EN10223-7 with the following key specifications apart from the other points mentioned in the governing detailed specification: (Note:There is no existing Indian standards for Weld mesh panels for fencing Applications) Weld Shear strength: Minimum 50% of the breaking strength of the smallest wire (In this case the vertical wire), Mesh Wire: Galvanized MS wire, Specification for wire Diameter: IS280-2006, Tensile Strength of wire: Minimumn500N/sq.mm, Galvanizing of wire:40–50GSM as per IS 4826, (Measurement as per IS 6745), Uniformity of Coating: As per IS 2633, Adhesion test for coating: As per IS 6745/IS2629, Powder Coating on panels: The galvanized panels are subsequently Thermoplastic Powder Coated after welding with the thickness of minimum 250 Microns. Coating Standard: EN10245-1/IS13871. Powder coating should withstand 1440 Hours of salt spray test, Post sare `H' shaped post, MS material are then hot-dip galvanized to minimum 360 GSM and then Thermo-plasticpowder coated. Post will have with pre-welded base plate of minimum 400 MPA strength using 8mm fillet weld, Base plate will have suitable holes to use SS 316 M20* 300mm Anchor bolts which will be installed at site with Glue for better strength. Powder Coating on post: The hot galvanized posts ares ubsequently Thermoplastic Powder Coated after welding with the thickness of minimum 250 Microns. Coating Standard:EN10245-1/IS13871 Powder coating should withstand 1440 Hours of salt spray test, fencing system will have 600mm dia. SS Concertina Coil (blade SS 316 and wire SS 304 ) having Tensile Strength of wire: 1400-1500 N/sq.mm. Blade Profile: FBBT, Blade Length: 66 mm, Center to Center Distance Between blades: 50mm Number of loops / coil: 56 Nos,. and 12 Swg SS304 Barbed wire. Total height of fencing to be 2.456 mtr (excluding concertina coil) and width 2.5mtr (posts c/c) as per the detailed drawing and specifications which shall meet the BARC technical specification as directed by the Engineer-in-charge at all levels. (Design, preparation of Shop drawings by the contractor as per the site conditions and the same shall be approved by BARC/Engineer in charge before procurement/execution of work.)Note : Test Certificate(s) for all material, coating . painting etc. to be provided by the bidder before and after execution of the work and the type test certificate should be from central electrochemical research institute. |
| 61 | Extra for each additional posts with accessories etc. as directed by the Engineer-in-charge at all levels for 3 m high fencing . |
| 62 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all bye works complete as per specification/IS6313:2001 or latest revision and direction of Engineer In charge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved agency and specified guarantee for 10(ten)years shall be furnished by the contractor. |
| 63 | Providing and fixing Minimum 15-17 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Jet Black colour for kitchen platforms, vanitiy counters, wash basin counters, door frames, window sills, facias,, Treads and Risers and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete at all levels |
| 64 | 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 with 2 (Two ) years experience/Diploma holder with 5(Five) years experience (Licentiate in Civil/Construction Engineering / Technology) conducted by Board of Technical Examinations / University/ Autonomous Govt / Govt recognized Polytechnic/ Institute. (2)Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account.(3) 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. |
| 65 | Providing & supplying of Pick-up Van/Utility Van for various areas for the requirements arising from time to time inside and outside BARC. The Pick-up Van/Utility Van of five seaters capacity with the back side provision for transporting / shifting of various construction/maintenance materials, machinaries and tools etc. and for other works including Driver as assigned and directed by Engineer-in-Charge. (8Hrs. a day or 80 km max as per certification of Engineer-in-Charge). Conditions: 1.The above rates shall be inclusive of cost of supply of Pick-up Van/Utility Van, Fuel, wages of Drivers and other consumables etc.2.The Reporting time atthe place of duty/as instructed by EIC shall be considered for the billing /measurement /payment. 3. In case the pick up van is parked inside the BARC premises then the reporting time of the driver to EIC shall be considered for the billing/ measurement/ payment.4.Break Down Hours as per actuals and Lunch break (30 min) timings shall not be considered for payment.5.Fraction of hours shall be rounded off to nearest half an hour at the time of preparing the Running / final bills. 6. BARC being a strategic Organisation, the driver should have good credentials and shall have valid PVC, driving license and address proof. They should be in a position to understand Hindi / English / local language. 7. The make and model of the vehicle should be of not more than 8 years old, roadworthy all valid documents.8.The vehicle shall be maintained in good running condition with good upholstery, fitness, good tyres and shall commensurate with the image of BARC. The tyres of the vehicles shall be replaced periodically and always with tyres of good condition. 9. The vehicle should be free from all sorts of defects and will be subjected to inspection by a representative of BARC whose decision is final and binding as regards suitability of that particular vehicle. 10. The vehicle should be transport vehicle and preferably in white colour with a board \\"ON GOVERNMENT OF INDIA DUTY\\". 11. The cost of POL, maintenance of vehicle including replacement of parts, wages of driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by the Contractor and BARC shall have no liability towards usage of the vehicle. 12. The cost of damages to any Government movable/immovable property in and around the site shall be entirely borne by the Contractor. 13. The rates are inclusive of all taxes if any, excluding Goods & Service taxes (GST). 14. The contractor shall arrange adequate insurance coverage for his personnel. Department shall not be responsible for any liability arising out of any accident / injury caused to the driver while executing the job. 15. The contractor shall follow minimum wages act and other rules of Government of Maharashtra. 16. No revision of price shall be entertained during the period of contract. 17. Hours more / less than 8 Hrs. a day will be paid / deducted on pro-rata basis. 18. In case of absence of Driver/vehicle for entire week, a penalty of Rs. 3000 /- will be imposed for that week. |
| 66 | 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. Notes : (1) Each Job shall be carried out by one qualified Technician having minimum SSC with Trade certificate in Masonry/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. 1,249/- per day of shortfall in notice period will be levied on the contractor. |
| 67 | Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cms depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m. |
| 68 | Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for relevant item.) |
| 69 | Providing, laying, spreading and compacting hand broken/ crushed stone aggregate, 250 mm thick Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tipers to the site and laying material in uniform thickness and laying by mechanical paver including rolling with road roller 8.10 tonne capacity in stages to proper grade and camber spreading and brooming etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for relevant item). |
| 70 | Providing and applying tack coat using hot straight run bitumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On WBM / WMM @ 0.75 kg / sqm |
| 71 | Providing and applying tack coat using hot straight run bituumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 kg / sqm |
| 72 | Providing laying bituminous macadam of thickness 50 to 75 mm as directed on prepared surface with spcified graded crushed stone aggregate for profile corrective base / binder course including loading of aggregate with FE loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver to the requied level and grade and rolling with road rollers, as per specification to achieve the proper compaction but excluding the cost of primer / tack coat with bitumen of 60/70 grade (VG 20) @ 3.5% (percentage by weight of total mix) |
| 73 | Providing and laying dense bituminous concrete of thickness 25 to 40 mm as directed on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the requied level and grade and rolling with road rollers, as per specification, to achieve proper compaction but excluding cost of primer / tack coat with bitumen of grade 60/70 (VG 20) @ 7% (percentage by weight of total mix) |
| 74 | Providing and grouting the joints of rubble stone pitching with cement mortar 1:3 and pointing the surfaces as directed complete as directed by the Engineer-in-charge. |
| 75 | Providing and fixing dry stone pitching 22.5 cm thick laid in required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete as directed by the Engineer-incharge. |
| 76 | Providing & fixing in position Heady Duty Thermocole in Machine Foundations including cutting to required size, wrapped in 200 micron thick polythelene sheets, sticking with bitumen and sealing the top with approved bitumastic compound etc complete. 50 mm thick (18 Kg/CuM) |
| 77 | SECTION J - INTERNAL & EXTERNAL WATER SUPPLY/ PH WORKSProviding, laying , jointing, fixing and testing heavy quality ( (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. Pipes with ISI marked 'C' -Class heavy quality pipes of approved make. |
| 78 | 15 mm dia G.I pipe |
| 79 | 20 mm dia G.I pipe |
| 80 | 25 mm dia G.I pipe |
| 81 | 40 mm dia G.I pipe |
| 82 | 50 mm dia G.I pipe |
| 83 | 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. |
| 84 | 20 mm n.b. |
| 85 | 25mm n.b. |
| 86 | 40mm n.b. |
| 87 | 50mm n.b. |
| 88 | 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 . |
| 89 | Providing and fixing C.P Brass open stop cock of Heavy Quality of specified/approved make as per specifications and as directed by the Engineer-in-chargea) 20 mm n.b CP brass open stop cock of approved make and type |
| 90 | Providing and fixing C.P brass Angle cock of heavy quality of specified / approved make, for wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-charge.15 mm n.b CP brass Angle cock of approved make. |
| 91 | 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. |
| 92 | Providing and fixing heavy quality health faucet with 1.50 metre slong flexible hose (hand shower) of approved make with wall brackets and type as per specifications and as directed by the Engineer-in-charge. |
| 93 | SECTION K - DRAINAGE WORKSProviding and fixing square mouth S.W. gully trap complete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design. 150 x 100mm size gully trap \\"P\\" type. |
| 94 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 95 | Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete.Note - Hume pipe shall be provided with one side Collar, factory made. |
| 96 | 150 mm Dia RCC Hume pipe class Np2 |
| 97 | 300 mm Dia RCC Hume pipe class Np2 |
| 98 | Providing and constructioning Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item) |
| 99 | Extra depth over initial depth of 900 mm for chambers of 900 x 600 mm internal size.including fixing cast iron steps (C.I steps shall be paid under relevant item) |
| 100 | Constructing brick masonry circular type manhole 1220mm internal dia at bottom and 560mm Internal dia at top in cement mortar 1:4, inside, outside and all exposed surfaces cement plaster 12mm thick with cement mortar 1:3 finished with a floating coat of neat cement, foundation concrete 1:3:6 mix, and making necessary channel in cement concrete 1:2:4 finished with a floating coat of neat cement all complete as per standard design including fixing C.I manhole cover of specified weight in concrete 1:2:4, cast Iron steps, complete as per drawings. (C.I manhole cover, castiron steps and earth work excavation will be paid for separated under relevant Item) For an Initial depth of 1.68 M. |
| 101 | Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m |
| 102 | Supplying and fixing Cast Iron Man hole or Cast Iron Steps cover of approved make and weight as specified in the drawings or as directed by the Engineer in charge. |
| 103 | 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 or Cast Iron hubless pipes confirming to IS 15905 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. |
| 104 | 75 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905 . |
| 105 | 100 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kglead / joint or Cast Iron hubless pipes confirming to IS 15905. |
| 106 | Providing, supplying, fixing in position in walls Rain water down take pipes using Centrifugally cast iron pipes (3.00 metres long) including required specials like bends, shoe Bend etc for Rain water down take pipes Confirming to IS.3989 or Cast Iron hubless pipes confirming to IS 15905of 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.150 mm C.I . rainwater down take pipe with 1.20 Kg lead per joint (pipe as per IS 3989) or Cast Iron hubless pipes confirming to IS 15905. |
| 107 | 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. |
| 108 | Providing and fixing G.I pipes for rain water spouts in chajjas etc using specified size G.I pipe heavy quality (\\"C-Class) of approved make including cutting and fixing all as directed by the Engineer-in-charge complete.40 mm n/b G.I pipe. |
| 109 | Brick bat Filling in Soak pit using brick aggregatds 90 to 45mm size including carriage, filling etc. all complete as directed by the Engineer-in-charge. |
| 110 | SECTION L - SANITARY APPLIANCESProviding and fixing white vitreous china European type Water Closet with 'P 'or 'S ' Trap with solid seat and lid of approved make, 10litre low level white PVC flushing cistern with manually controlled device (handlelever) conforming toIS:7231, flush bend, fixing EWC with C.P brass screws, 15mm PVC heavy quality inlet connection of 450mm long, including testing, commissioning & cleaning etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge.E.W.C.pan in White colour with ISI marked white solid plastic seat and lid. |
| 111 | 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 550x400mm/550x420 mm and equivalent sizes with single 15 mm C.P. brass pillar tap. |
| 112 | Providing and fixing 6mm thick mirrors of size 600x450mm of approved make with bevelled edges complete with 6mm 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 . |
| 113 | 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. |
| 114 | Providing and fixing 150 X150 mm soap dish of white viterious Chinaware, of approved make including chasing walls making good the same after fixing the China Soap dish etc. complete all as per specifications and as directed by the Engineer-in-charge. |
| 115 | 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. |
| 116 | Providing and fixing Stainless steel Body liquid Soap dispenser of approved model & make complete fixed to walls with required fastners all as directed by Engineer in Charge. |
| 117 | SECTION M - ROOFINGSupplying, fabricating, testing, transporting, handling and erecting at required positions and levels metal roofing and canopy roofing including flashings and insulation etc. as per approved drawings and design complete as directed by the Engineer-in-charge including all consumables comprising of the following: Double skin insulated standing seam roofing system comprising of 0.50mm thick colour coated/bare Al-Zinc Alloy coated steel 0.50mm with overall width of 400 to 500mm by seaming for 100% water tightness on outer face and 0.50mm thick inner linear sheet with galvalume sheet profile and physical material properties as specified. These sheets shall be fixed on specially reinforced polyamide or acetylyte anti friction di electric brackets at every location for permitting unhindered, free sheet movement at all required locations. The profile shall have a special in built drainage joint at side laps to make it fully watertight even in fully submerged condition. It shall have overall depth of 100mm from horizontal after fixing. The side laps shall be of interlocking type without requirement of any mechanical seamer.Insulation: This shall be comprising of two layers of rock wool insulation each of 50 mm thick with density of 48 kg / Cu. M.SubGrit (Top Hat) 1.5mm thick Glavanised steel hat section fixed to main purlins, above first layer of insulation, to support the aluminium sheets.Inner linear sheet of 0.50mm nominal TCT of physical material properties as specified.Vapour Control layer: The vapour contol layer to reduce the movement of water vapour from inside the building through the roof construction to reduce the risk of condensation shall consists of 3 layer membrane to be laid continuous across its surfaces hall be fully sealed at laps, perimeters, penetrations to ensure effectiveness & aluminium foil of 0.50 mm thick laid over insulation board. |
| 118 | Providing and fixing pre coated Galvalume roofing accessories using self drilling/self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I.plain and bitumen washers complete.a) Roofing accessories of Galvalume sheet upto 600mm total width for ridges, gutters, aprons, and flashings |
| 119 | Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) coating as finishing coat over a priming coat of 50micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping, applying sandpaper, making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170micron (50Micron primer Coat + 120 micron finishing Coat). On STEEL surfaces Please Enable Macros to View BoQ information |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
