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| Sl. No. | Item Description |
| 1 | SECTION - A : Piling WorksForming vertical piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by continuous mud circulation technique using bentonite slurry and/or bailer boring / Rotary Drilling method as specified, including conducting Standard Penetrationtest all as instructed by Engineer InCharge, carting away the bored excavated soil upto a lead of 600 M,fixing reinforcement as per drawing, casting the piles with Specifiedgrade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement or portland pozzolona cement (as approved) withminimum cement content as per the latest revision of relevant IS codes and with water cement ratio including the water contained in the aggregates not exceeding 0.40 etc. all as specified. The Rate includes concreting a minimum of 600 mm above specified cut-off levels (actual cutoff may vary depending upon site condition), cutting/breakingof piles (using mechanical means preferably hydraulic Pile chipping machine) from concrete top upto cut-off level specified including cost of all materials, admixtures, (Naphthalene/Melamine based or approvedsuper plasticisers), if used with the prior approval of Engineer-in-Charge. Including transporting, mobilisation, erection, commissioning all necessary plant equipment and removal of same after completion as required & directed by Engineer-in-Charge, excavation, dewateringby pumps or well points and also for cut-off chipping, forming/ finishing pile top at cut - off level all as required etc. excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for approprite length for setting outand removal of same complete. The boring shall be done byHydraulic Rotary Pilling Rigs only. The rate shall be inclusive of transportation & erection of all type of plants, & tools, labour etc. along with RMC (Ready Mixed Concrete) brought from inside/outside BARC Trombay premises complete as directed by Engineer-in-Charge.Note : 1) The contractor shall carry out SPT in 1st pile cast in each group/ pile cap in order to establish change of strata (COS) for measurement and record purpose.2) The rate shall be inclusive of cost of bentonite slurry for pile bore stabilization.3) The height of concrete above pile-cut off level shall be minimum600 mm. Any shortfall, after pile breaking, shall have to be built up by the contractor at their own cost and nothing extra will be paid on this account.. ( Approximate depth of Pile is 12-15 metres) |
| 2 | Part of pile in fill and all kinds of soils including hard murrum with gravel, soft rock andoccassional hard/weathered rock & boulders (M 40 Grade Concrete). For 600 mm dia piles |
| 3 | Part of pile inhard / weathered rock (M 40 Grade Concrete).For 600 mm dia piles |
| 4 | Empty boring, to bemeasured from working ground level tocut-off level of piles having following diameter:Note:The rate shall include (1) the cost of concrete of M40 grade from 600mm above cut-off level upto working ground level/casing top considering overflow for visual inspection, before tetermination of casting of the pile. (2) cutting/breakingof piles from overflow concrete top upto 600mm above cut-off level.For 600 mm dia piles. |
| 5 | Conducting Initial load testing of piles in accordance with the latest version of IS:2911 (PART IV) including transporting , mobilisation, erection, commissioning all necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge. The scope of work includes installation of loading platform (including construction of anchor piles or kenteledge load) and preparation of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as required etc. complete as per specification & as directed by the Engineer-in-Charge at site.Note: (1) Detailed test report to be submitted by the contractor. (2) The rate shall be inclusive of boring, RCC, casting of initial test piles with reinforcement, breaking of pile above cutoff level etc). |
| 6 | Vertical Load Test for 600 dia piles Test Load upto 350 MT |
| 7 | Lateral Load Test for 600 mm dia piles Test load upto 90 MT |
| 8 | Pullout Load Test for 600 mm dia piles Test Load upto 210 MT |
| 9 | Conducting Routine load testing of piles in accordance with IS:2911 (PART IV)Including transporting , mobilisation, erection, commissioningall necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge, installation of loading platformand preparation of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as equired etc. complete as per specification & as directed by the Engineer-in-Charge at site.Vertical Load TestFor 600 dia piles - Safe Vertical Load capacity = 140 MT, Test Load = 210 MT). |
| 10 | ConductingLateralload testing of piles in accordance with IS2911 (PART IV)including transporting & mobilisation ofall necessary pile load testing equipment and materials, installation of loading arrangementand preparation of pile surface etc. complete as per specification & as directed by the Engineer-in-Charge at site.For 600 mm dia piles (On Working piles) Test load upto 16 MT |
| 11 | SECTION B - 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. includingshoring and dewatering (if necessary) and refilling with selectedexcavated earth in layers of not more than 500mmthick, eachlayer well rammed and consolidated including disposing thesurplus 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. |
| 12 | From 0.00 to 1.50 m depth from avg. Ground Level |
| 13 | From 1.50 m to 3.00 m depth from avg. Ground Level |
| 14 | From 3.00 m to 4.5m depth from avg. Ground Level |
| 15 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etcSoil |
| 16 | Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.Soil |
| 17 | Lead charges for lead exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc.Soil |
| 18 | Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc. |
| 19 | Soil |
| 20 | Debris |
| 21 | 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 item nos.6 to 10 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. |
| 22 | 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. |
| 23 | SECTION C - 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. |
| 24 | 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. |
| 25 | 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. |
| 26 | Providing and Fixing 50 mm thickReinforced precast Jalliin C.C 1:2:4 of approved pattern and from approved Manufacturer including pointing and proper joining of Junctions complete as specified by the Engineer-in-Charge at all levels |
| 27 | Providing U3 finish for rendering smooth top of the suspended floors ,landings and staircases (treads and risers) with C.M 1:2(using Crushed sand) including a floating coat of neat cement andprotecting the surface subsequent cleaning of the same all as per specifications and as directed by the Engineer-in-charge at alllevels |
| 28 | 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. |
| 29 | 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. |
| 30 | up to Plinth Level (up to Structural Floor level of Ground Floor) |
| 31 | for RCC all grades in superstructure upto 20.00 metre height |
| 32 | for RCC all grades in superstructure above20.00 metre height |
| 33 | Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants.Note: Outside Project area means outside BARC Campus. |
| 34 | Providing and fixing 3 mm thickAluminiumsheet covering over expansion joints with iron screws as per design to match the colour / shade of wall treatment including all materials, labour, scaffolding complete as per drawings and specifications. |
| 35 | 200 mm wide Anodized aluminium Sheet to the shape. |
| 36 | Providing and fixing in position 50 mm thick Joint fillerboard of Approved make in expansion jointsto the required size and shape, placing and keeping in positioncomplete as per specifications and drawings andas directed by the Engineer in charge. |
| 37 | Providing and fixing in position 100 mm thick (adding and pasting 2 nos of 50 mm thick boards) Joint fillerboard of approved makein expansion jointsto the required size and shape, placing and keeping in position complete as per specifications and drawings andas directed by the Engineer in charge. |
| 38 | Providing supplying and sealing the Expansion Joints with Gungrade Polysulphide sealant suitable for RCC Construction Joints of approved make by removing the expansion joint board up to 25 mm deep and cleaning the suface neatly and filling Gungrade sealent up to 25 mm deep to the lines and levels complete all as per anufacturers specifications and as directed by the project engineer.- 75 mm wide expansion Joints |
| 39 | 50mm wide expansion joints |
| 40 | 100mm wide expansion joints |
| 41 | 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) |
| 42 | SECTION D - 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 coatedwith 1.6 mm dia softdrawn 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 contractormanufactured byapproved brands of BARC only Confirming to IS:1786Notes : 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. |
| 43 | Providing Structural steel work in M.S Plain Plates and chequrred Platesfor Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approvedzinc chromate steel primer etc. including cost ofstructural steel Plates, welding all labour charges etc. complete as per drawings and specifications.Using materials manufactured by approved brands of BARC onlyAll 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 theDepartment 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 shallbe carried out as directed by the EIC. |
| 44 | Providing Structural steel work using angles, channels, joists and other sections, weldedand / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structuresincludingsupplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawingsand as directed by theEngineer 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 theDepartment 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 shallbe carried out as directed by the EIC. |
| 45 | 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. |
| 46 | Above 300 mm Joists, 350 mm channels, sections using materials conforming to IS:2062 |
| 47 | Providing and fixing hand rail using304 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 |
| 48 | 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 |
| 49 | For Sub Structure(up to Structural Floor level of Ground Floor) |
| 50 | For Super StructureNote: The height of the structure may be considered upto 25 metres and maximum floor height of about 13.5 m for highbay plant area as per drawing and directions of the Engineer in charge. Formwork design for highbay work shall be submitted by the contractor to dept. for approval |
| 51 | Providing and Fixing Anchor Fastner ofapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards including drilling in concrete as per requirement for fixing EPs or other structures all as specified by the manufacturer complete all as per specifications and drawings |
| 52 | Heavy duty wedge anchor A4 SS, externally threaded 10 mm x 110 mm |
| 53 | Heavy duty wedge anchor A4 SS, externally threaded 12 mm x 131 mm |
| 54 | SECTION E - BRICKWORKProviding 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) |
| 55 | Providing 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. |
| 56 | 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. |
| 57 | plinth level to floor II |
| 58 | Floor II to 20 M |
| 59 | Floor height above 20m |
| 60 | 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 |
| 61 | SECTION F - 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. Upto 6m Height from floor Level |
| 62 | Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge. - for internal walls of height more than 6 m from floor Level (highbays) upto 12 metres |
| 63 | 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. Upto 10m Height from floor Level |
| 64 | 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 beyond 10 metres height and upto 22m heightcomplete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge. |
| 65 | 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) |
| 66 | SECTION G - FLOORING WORKSProviding and laying 50mm thick cement concrete flooring with concrete hardner toppingunder 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. |
| 67 | 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. |
| 68 | Supplying and laying of one course of Vitrified Cool Roof tiles over roof slab / sloped surface of terrace and skirting using tiles of size 300x300mm and 10mm (±5%) thickness of make approved equivalent make and conforming to IS: 15622 (Group B1a (or) Group B1b) approved colour with SRI (Solar Reflectance Index)> 78, Solar reflection > 0.70 & initial remittance >0.75 laid on Polymer Mortar including removal of dead mortar from roof slab, cleaning the surface, exposing floor & wall function along parapet and column if any, sealing the floor & wall junction with water proofing mortar, laying screed concrete in CC 1 :2:4 to form slope and haunch portion along parapet, if any required including laying tiles with required slope as per manufacturer specification, grouting the joints with approved tile grout, etc., all complete as per manufacturer Specification and as directed by Engineer-in-Charge. (Note:Cost of screed concrete in CC 1 :2:4 will be paid for separately under relevant item.) |
| 69 | 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. |
| 70 | 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. |
| 71 | Providing and fixing 1st quality ceramic glazed floor tiles of minimum 300 - 600 mm long and300 - 600 mm wide andthickness not less than 6 mm conforming to IS 15622 of approved make in all colours and shades as approved byEngineer-in-charge over a bed of 20 mm thick bed of cement mortar 1:4 (using crushed sand) and jointing with grey cement slurry including pointing with white cement based Tile grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Enginner-in-charge |
| 72 | Providing and fixing Glazed VITRIFIED floor tiles of approved make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge.Using Tiles of size 600 X 600 mm |
| 73 | 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. |
| 74 | 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). |
| 75 | 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) |
| 76 | 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.Usingapproved black shade. |
| 77 | 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 |
| 78 | Providing and laying 15-17mm thick pre-polished and leather finished granite slab flooring/dado/ Wall claddinglaid over 12 mm thick base cement mortar 1:3 (using crushed sand) laid and placed with grey cement slurry including filling joints with matching white cement based tile grout complete all a per specification and drawings. |
| 79 | Providing and fixing Stainless Steel Tile Trim PVDF coating of approved profile and size, section and colour, atjunctions/edges of vitrified/ceramic tiles, including cutting, fitting and fixing in proper line and level in tiles/dry wallparttion etc. with tile adhesive / screws as per manufacturer’s specifications, complete in all respects as directed byEngineer-in-Charge. |
| 80 | SECTION H - DOORS, WINDOWS, ETC.Providing and fixing anodized aluminium work for doors, windows, ventilators, louversand 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). |
| 81 | 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). |
| 82 | with clear float glass panes of 6.00 mm thickness. |
| 83 | With toughened float glass panes of 6.00 mm thickness |
| 84 | 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). |
| 85 | With Toughened Float glass panes of 10.00 mm thickness |
| 86 | Supply & installing hermatically-sealed 6-12-6 mm double glazedfixed vision panel units of approved make comprising of anouter heat strengthenedofapproved shade and reflective tinted float glass coated on surface #2 and an inner toughenedclear float glass, spacers, desiccants, with moisture absorbingcompound (silica gel), primary and secondary seals etc. all complete as per approved shop drawings and specifications. Note: Doubled glazed fixed vision panels shall be measured to the overall dimension on external face as fixed on site. (Actual size) |
| 87 | Providing wood work in frames of doors, windows, clear story openings and other frames, wrought framed and fixed in position of required size and shape including sawing, jointing,making rebates for shutters,making grooves as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick, 200 mm long / with coach screws including protective painting to the suface that will come in contact with walls, joining materials, labour etc. complete all as per specifications and as directed by the Engineer-in-charge |
| 88 | Second class teak wood |
| 89 | 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. |
| 90 | Providing and fixing decorative high pressure 1.5 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 |
| 91 | 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. |
| 92 | Supplying and fixing Rolling shutters of approved quality made out of required size of MS lathes 18 gauge interlocked together throughout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M. S top cover of required thickness for rolling shutters |
| 93 | Rolling shutters gear operated type of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with handles including top hood 0.90 mm thick |
| 94 | Extra over the cost of rolling shutters for providing and fixing motorized arrangements( with remote & manual operation) including designing, control panels, limit switches,required wiring and cables from panel to motor and required size of shaft etc of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards as per relevant codes and standards all as per standard specifications including commisioning and testing complete as directed by the Engineer-in-charge. Power supply point also to be provided from nearest Supply point. |
| 95 | For rolling shutters up to 15.00 sq.m opening area. |
| 96 | For rolling shutters above 15.00 Sq.m and up to 30.00 sq.m opening area. |
| 97 | 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. |
| 98 | Providing and fixing IS:12817 marked stainles steel butt hinges of size 75 x 50 x 2.5mm (heavy weight) of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with stainless steel screws etc. complete as directed by the Engineer-in-charge |
| 99 | Providing and fixing brassmortise latch and lockof approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with 6 levers and a pair of lever Brass handles with necessary screws etc complete suitable for fixing in wooden / steel/ FRP/ doors as per specifications. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 100 | Providing and fixing pair of SS 304 grade solid rod\"C\" type door handles 10 mm diameter and 250 mm long or of approved size and shapein steel doors/ wooden doors including screws / bolts etc. all as per drawings and specifications complete Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 101 | Providing and fixing double action hydraulic floor spring of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with top Pivots etc. for doors including cost of cutting floors as required, embedding in floors and cover plates with pivot and outer box with slide plate etc. complete as per directions of Engineer-in-Charge with stainless steel cover plate as approved by the Project Engineer. |
| 102 | Providing and fixing approved quality and shape locks cum handle as approved for sliding shutters |
| 103 | Providing and fixing approved quality stain less steel body roller wheels as approved for sliding shutters |
| 104 | SECTION I - 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 to6.00 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. |
| 105 | Providing and placing in position suitable PVC water stops of approved make conforming to IS 12200 for construction/expansion joints between two RCC Members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as pers pecifications and as directed by the Engineer-in-charge.225 mm wide water stopper |
| 106 | Providing cement based water proofing treatment to the new terraces, chajjas, cleaning the concrete surfaces, giving injections to the top slab as required with cement and approved waterproofing compound solution to fill up all inherient holes, voids, honeycombs etc. in the concrete slab, setting brickbat coba in waterprrof mortar with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall up to a height of 300 mm in thew shape of vattas, with waterproof plaster finished smooth with trovel in cement / geru with false markings of 300 mm squares complete as directed by the Engineer-in-charge. |
| 107 | With Average thickness of 120 mm and minimum thickness atkhurra as 65 mm using river sand / crushed sand |
| 108 | Average 65 mm thick for chajjas using river sand / crushed sand |
| 109 | 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. |
| 110 | Extra over 120 mm thickfor providing cement based waterproofing treatment to new terraces / chajjas including cleaning the concrete surfaces, giving injections to the top slab as required with cement & approved waterproofing 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 1:4(using crushed sand) with necessary gradient for easy flow of water, complete as per specifications and as directed by the Engineer-in-charge.(Measurement will be over and above the average thickness of 120 mm only) |
| 111 | Providing and applying wall painting two coats on new work with premium acrylic emulsion paint of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standardsto give an even shade, including a cost of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 112 | Providing and laying waterproofing treatment in sunken portions of WCs, bathrooms etc. by appying cement slurry mixed with waterproofing cementcompound 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. |
| 113 | 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. |
| 114 | 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. |
| 115 | Providing & applying Synthetic plaster / Textured Coating ofapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with finishes of minimum 2 mm thickness based on synthetic fibre & chemicals having acid, alkalies, fire & fungus resistance properties of approved shade andon plastered surface/ concrete surface at all levels in the same pattern of facia blocks with grooves, bands for different offsets in different colours as per approved sample including required cost of Steel Double scaffolding. The item shall include applying synthetic plaster with one base coat by trowelling followed by 3 coats of finished paint by brush supplied by same manufacturer, providing decorative finish as required including preperation to recieve plastered surface approved quality, cleaning the surface including cost of scaffolding and cost of all materials, labour etc complete as per manufacturers specifications and as directed by Engineer-in-Charge. |
| 116 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 117 | 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.Cmhydralic pressurewith 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 withISI marked\"C\" -Class heavy quality pipes of approved make. |
| 118 | 15 mm dia G.I pipe |
| 119 | 20 mm dia G.I pipe |
| 120 | 25 mm dia G.I pipe |
| 121 | 32 mm dia G.I pipe |
| 122 | 40 mm dia G.I pipe |
| 123 | 50 mm dia G.I pipe |
| 124 | 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. |
| 125 | 20 mm n.b. |
| 126 | 25mm n.b. |
| 127 | 32 mm n.b. |
| 128 | 40mm n.b. |
| 129 | 50mm n.b. |
| 130 | Providing and fixing C.P brass bib cock of heavy quality of specified / approved makeas per specifications and as directed by the Engineer-in-charge.15 mm diabib cock of approved type and make . |
| 131 | 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. |
| 132 | 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. |
| 133 | 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. |
| 134 | Providing and fixing of high quality Stainless steel Body Liquid Soap dispenser of cylindrical shape in 51mm dia and 180mm in height or as approved in approved finish, shape and approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards complete fixed to walls with required fastners all as directed by Engineer in Charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 135 | 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 100 mm size gully trap \"P\" type |
| 136 | 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 onesideCollar, factory made. |
| 137 | 150 mm Dia RCC Hume pipe class Np2 |
| 138 | 300 mm Dia RCC Hume pipe class Np2 |
| 139 | Providing and fixing white vitreous china flat back half stall urinal size 580x380x350 mm / 610 mm of approved make & model with Push cock of approved make,with CP brass flush pipe unions, heavy quality C.P. brass spreaders, C.P waste coupling with dome grating, clamps complete all as per specificationsdrawings and as directed by the Engineer-in-charge. |
| 140 | Providing and constructioning Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 thick brick masonry with cement mortat 1:4over 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) |
| 141 | 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) |
| 142 | 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. |
| 143 | Extra depthfor circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m |
| 144 | Supplying and fixing Cast IronMan hole or Cast Iron Steps cover of approved make and weight as specified in the drawings or as directed by the Engineer in charge. |
| 145 | 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. |
| 146 | 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 . |
| 147 | 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. |
| 148 | 150 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. |
| 149 | Providing, supplying, fixing in position in walls Rain water down take pipes usingCentrifugally cast iron pipes (3.00 metres long) including required specials like bends, shoe Bend etc forRain water down takepipes Confirming to IS.3989or 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 . rainwaterdown take pipe with 1.20 Kg lead per joint (pipe as per IS 3989) or Cast Iron hubless pipes confirming to IS 15905. |
| 150 | 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. |
| 151 | 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. |
| 152 | Providing and constructing storm waterchambers of Internal size clear dimention of 900mm x 600 mm in 230 thick brick masonry with cement mortat 1:4over 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,embedding theC.I frame and cover / RCC precast slab by making suitable rebate in concrete and fixing cast iron steps if necessary at 300 mm intervals complete as directed by the Engineer-in-charge. Depth of chamber not exceeding 900 mm. (Excavation, soling, cast iron cover, C.I steps and precast slabwill be paid separately under relevant item) |
| 153 | SECTION L - SANITARY APPLIANCESProviding and fixing Indian water closet (Orissa pan) of apperoved make with 100 mm China ware P or S trap,One no. 10 litre High level or low level white PVC flushing cistern with flush pipe & bendwith manually controlled device (handle lever) conforming to IS:7231, PVC 15 mm Inlet connectionwith all fittings and fixtures complete including all connection, embedding in positioncommissioning, cleaning etc. all as per drawings and specifications and as directed by the Engineer-in-charge.White Vitreous china Orissa pattern W.C. pan of size 580x440 mm |
| 154 | Providing 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. |
| 155 | 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 longPVC Inlet connection,32 mm heavy quality C.P. brass waste couplingof 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. |
| 156 | White vitreous China wash basin size 550x400mm/550x420 mmand equivalent sizes with single 15 mm C.P. brass pillar tap. |
| 157 | White vitreous Chinacounter top / counter below wash basin size 560 x 410 mm /560 x 450 mm with single 15 mm C.P. brass pillar tap (OVAL / ROUND Models) |
| 158 | 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 . |
| 159 | Providing and fixing stainless steeltoilet paper holderrecessed type of approved make and type withS.S screws as directed by the Engineer-in-charge complete. |
| 160 | Providing and fixing 150 X150 mm soap dishofwhite viterious Chinaware, of approved makeincludingchasing walls making good the same after fixing the China Soap dishetc. complete all as per specifications and as directed by the Engineer-in-charge. |
| 161 | Providing and fixingheavy qualityCP brassbottle 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. |
| 162 | Providing and fixing C.P brass towel rail of approved make 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge. |
| 163 | Providing and fixing stainless steel movable hinged grab bar of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards (conforming to grade SS 304, satin finish) consisting of 38 mm dia. 18 SWG stainless steel pipe duly bended in required shape and size, hinged with 3mm thick stainless steel rectangular sheet of required size having 6 nos. holes and U shaped stainless steel clamp for holding the grab bar including cutting, bending welding grinding, polishing and fixing with suitable sized and nos. of dash fasteners complete as required. All bends to be neatly finished miter joints complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 164 | Providing and fixing stainless steel urinal grab bar/wash basin Grab bar of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards (conforming to grade SS 304, satin finish) consisting of 38 mm dia. 18 SWG stainless steel pipe duly bended in required shape and size, hinged with 3mm thick stainless steel rectangular sheet of required size having 6 nos. holes and U shaped stainless steel clamp for holding the grab bar including cutting, bending welding grinding, polishing and fixing with suitable sized and nos. of dash fasteners complete as required. All bends to be neatly finished miter joints complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 165 | Providing and fixing C.P. brass 100 mm diameter shower rose with Shower arm of approved quality as per specifications and as directed by Engineer-in-charge complete. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 166 | SECTION L - MISCELLANEOUSProviding & 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 minimum 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 60 km max as per certification of Engineer-in-Charge). Conditions : 1. The above rates shall be inclusive of cost of supply of Pick-up Van / Utility Van, Fuel, wages of Drivers and other consumables etc. 2. The Reporting time at the place of duty / as instructed by EIC shall be considered for the billing / measurement / payment. 3. In case the pick up van is parked inside 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 restricted place, the driver should have good credentials and shall have valid Police Verification / Clearance Certificate (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 not be more than 8 years old, roadworthy with 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 for safe and incident-free driving. 9. The vehicle should be free from all sorts of defects and will be subjected to inspection by a representative of BARC whose decision shall be final and binding as regards suitability of that particular vehicle. 10. The vehicle should be a transport vehicle and preferably in white colour with a board \"ON GOVERNMENT OF INDIA DUTY\". 11. The cost of POL, maintenance and servicing of vehicle including replacement of parts, payment to the driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by the Contractor and BARC shall have no liability on these accounts. 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 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. 14. The contractor shall follow minimum wages act and other rules of Government of Maharashtra. 15. No revision of price shall be entertained during the period of contract. 16. Hours more / less than 8 Hrs. a day will be paid / deducted on pro-rata basis. 17. In case of absence of Driver/vehicle for entire week, a compensation of Rs. 3000 /- per week, for not providing the service, will be levied on the contractor for that week. |
| 167 | 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. |
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