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| 1 | Earth work 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 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of rank vegetation, grass, brush wood etc. complete andas directed by the Engineer-in-charge . From 0.00 to 1.50 m depth from Average Ground Level |
| 2 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc.Note: The rates in respect of above items are applicable for NET Quantities arrived at after making deduction for voids @ 30% for Debris & @ 20% in respect of soil from corresponding TRUCK Measurement. |
| 3 | Soil |
| 4 | Debris |
| 5 | Providing and laying in position cement concrete of 1:3:6/ M-10 with minimum cement content 220 Kg/Cum (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels. |
| 6 | Providing and laying in position Reinforced CementConcrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications.Notes: i) For all the items, of item no. 4 - in view of limit on water-cement ratio for durability requirements, concrete admixtures (Naphthalene / Melamine based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for these items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete.ii) All projections, fins etc. in the concrete surface formed at the joints in the formwork should be ground & flush and finished at no extra cost.iii) The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. |
| 7 | up to Plinth Level |
| 8 | In Super Structure |
| 9 | Extra for RCC/PCC UsingReady Mix Concrete from outside project area including transporting andpumping from approved batching plants . |
| 10 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coatedG.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor\"Using TMT bars of specified grades all dia. bars TMT bars to be supplied by the contractorof approved equivalent quality/ product meeting technical parameters, confirming to IS 1786. All test reports to be provided along with the supply of the materials.\" |
| 11 | 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 ofapproved manufacturers. 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 nutsshall 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.Gascutting of holes will not be permitted. |
| 12 | 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 nutsshall 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.Gascutting of holes will not be permitted. |
| 13 | 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 |
| 14 | Providing, centering, shuttering Form work using PVC film facedplywood 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 |
| 15 | For Sub Structure |
| 16 | For Super Structure |
| 17 | Providing and constructing Half brick masonry using Flyash/ FlyashLime brickswith minimum 70 kg / Sq.cm strength of approved make and size in partition walls in C.M 1:4 (using crushed sand) including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement in Super Structure up to Floor - II level. (Reinforcement will be paid under relevant item) |
| 18 | Providing and constructing brickwork in cement mortar1:6 using crushed sand withFlyash/ FlyashLime bricks with minimum 70 kg/ Sq.cm strength of approved make and size in super structure above plinth up to and including FloorIIlevel including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. |
| 19 | Providing 12 mm thick Internalplasteringin cement mortar1:4 without cement punning (usingcrushed sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curingall as per specifications, drawings and as directed at site complete. |
| 20 | Providing 15mm thick plastering using Ready mix internal plastering compound of approved make for internalfaces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding completeall as per specifications and as directed at site by the Engineer-in-charge |
| 21 | Providing20 mm thick plastering using Ready mixexternal plastering compound ofapproved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaningscaffoldingup to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge |
| 22 | Extra for cement punning for all types of mixes complete all as per specifications and as directed |
| 23 | Providing and laying (IPS Flooring) cement concrete flooring 1:2:4,using crushed sand 50 mm thick finished smooth to the required level, finishingwith a floating coat of neat cement including cement slurry,providing and fixing 30 X 3 mm glass strip, curing, cleaning the surface neatly at the time of handing over the areacomplete as per specifications and drawings as directed by the Engineer in charge |
| 24 | Providing and LayingMinimum 25 mm thickuniform shade Kotah stonetreads and risers of steps, skirting,window sills in single length up to 2.00 metres length slabdado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using crushed sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finishcomplete as per specifications, drawings and as directed by the Engineer-in-charge |
| 25 | Extra for nosing in steps of treads Using Kotah stone |
| 26 | Providing and fixing Glazed VITRIFIED floor tiles of approved make in different sizes conforming to IS 15622 inall colours and shades in Glossy or Matt or satin finishlaid over a bed of minimum20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints withwhite cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge |
| 27 | Using Tiles of size above 900 x 900 mm and up to 1200 x 1200 mm |
| 28 | Providing and Fixing Homogeneous 2.00 mm thick PVC sheet / tile in flooring and skirting of approved make in approvedpattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturerincluding, 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 |
| 29 | Providing and fixing 15- 17 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Telephone Black colour for kitchen platforms, vanitiy counters, Wash basin Counters, Door Frames, window sills, facias and similar locations of required size, 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 as directed by the Engineer-in-charge at all levels |
| 30 | Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately) |
| 31 | Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) |
| 32 | Extrafor Colour Anodizing / Dyed anodizing on Aluminium sections & sheets |
| 33 | Providing and fixingAluminium Grill 10 mm thick in natural Silver anodising of min 15 Microns with a opening size of 80 mm x 66 mm and Minimum weight of 3.13 Kg/ Sq.M including providing and fixing Suitable \"F\" / \"H\" section outer frame and mullion fixing with screws complete all as per specifications and as directed at site by the Engineer-in-Charge .Aluminium alloy shall be of 6063-T6 with Yield strength ofminimum 6.5 kg/ sq.mm. |
| 34 | Providing and fixing 9 mm thick pre-laminated particle board flat pressed 3 layer or graded wood particle board conforming to IS 12823 Grade-I, Type - II in panelling fixed in aluminium doors, windows, shutters and partition frames with C.P brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge Prelaminated particle board with decorative lamination on both sides |
| 35 | 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) |
| 36 | With frostedglass panes of 5.00 mm thickness |
| 37 | 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) |
| 38 | Withclear float glass panes of 4.0 mm thickness |
| 39 | Withclear float glass panes of 5.00 mm thickness |
| 40 | Providing and fixingapproved quality and shape locks cum handle ofapprovedmake for slidingshutters |
| 41 | Providing and fixingapproved quality stain less steel body roller wheelsof approved make for slidingshutters |
| 42 | 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 14gthick 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, fixing4 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 longstailless 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. |
| 43 | Providing and fixing aluminium aldropsof size 250 X 16 mm ISI marked anodised transparent or dyed to requried colour or shade with necessary screws, bolting from rear side complete as per specifications and as directed by the Engineer-in-charge |
| 44 | Providing and fixing brassmortise latch and lockof approved make 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. |
| 45 | Providing and fixing aluminium handles175 mm long Inner grip 125 mm with 12 mm dia rod plate type BOW handles ISI marked of approved make, anodised transparent or dyed to req. colour or shade with necessary screws etc. complete. |
| 46 | Providing, painting and finishing walls with two coats of exterior emulusion paint of approved make on sand face plaster/ plain plaster & concrete of required shade including base coat of water proofing cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 47 | Providing, applying wall painting twocoats on new work with premium plastic emulsion paint of approved brand to give an even shade without cement primer.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 48 | Providing, applying wall painting twocoats with Lustre paint of approved brand to give an even shade over acoat of cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 49 | Providing and Painting twocoats of synthetic enamel paint on Steel Surfaces of approved brand and manufacture to give an even shade without primer coat, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 50 | Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding( Scaffolding will be paid only for Structural Repairs and related items for external faces only) |
| 51 | Providing and applying white cement based wall putty of approved make over concrete or Plastered surfaceup to 3 mm thickto get uniform surface free from undulationincluding cleaning complete all as directed by the Engineer-in-charge. |
| 52 | Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) Epoxy PUcoating as finishing coat over a priming coat ofepoxy primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer\" specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). On STEEL surfaces |
| 53 | Providing and fixinglay in false ceiling of 600 x 600 mm perforated corrosion resistant Aluminium magnesium alloy metal panelfixed in 24 mm \"T\" frame work of module 600 x 600 mm. Panels shall beof size575 mm x 575 mm with perforation of 1.50 mm dia in a 3 diagonal square pattern giving 22% perforated area of approved colour in 0.70 mm thickAluminium alloy3105 with square edges Tiles to bestove enamelled on acontinuous application for pre-treatment. The coils to be go through4 stages of pre treatment three times of oven baked through conversion coating, priming and finish coat ensuring superior adhesion, high corrosion resistance and good colour stability.The coils to be painted on both sides after degreasing. inside surface to have a primer of 5 microns and a coat of natural colour of 5 microns, exposed surface to have a primer of 5 microns, binder of 5 microns and a top coat ofapproved colour 15 microns. Grid system for fixing ceiling tiles shall comprise of tees. The 24mm main tee runers shall be suspended at an interval of 1200mm centre to centre. The 24nn cross tee runner shall be suspended at an interval of 600mm centre to centre and further supported with 24mm cross tee with inter locking arrangements to form a Grid of 600mm x 600m. The main tee shall be supported by means of 4mm G.I.rod from slab / roof. The suspension shall be provided at1200 to 1500mm centre to centre.provision forlights, diffusers etc. to be made including extra supports wherever necessary.A non-woven feltmade of glass reinforced fibre glued oner the perforation for sound absorbtion Measurements shall be as per actual area of false ceiling with out deductions for lights and diffusers. |
| 54 | Dismantlingplain cement concretemanually / by mechanical meanscarefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge. |
| 55 | Dismantling roofing including ridges, valleys and gutter etc and stacking the material within 50 m lead. G.S Sheet / FRP Sheet / AC Sheet |
| 56 | Dismantling Aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplaus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-charge |
| 57 | Dismantling of RCC works carefullymanually without damaging adjacent structures excluding cutting of reinforcementincluding stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge. |
| 58 | Dismantling old plaster / skirting carefully ,raking out joints and cleaning the surface for plaster includingdisposal of rubbish to the dumping ground within 100 m lead. |
| 59 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. |
| 60 | Dismantling doors, windows and clear storey openings (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) Of area 3.00 Sq.M and below. |
| 61 | Dismantling doors, windlows and clear storey windows (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) Of area beyond 3.00 Sq.M |
| 62 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead |
| 63 | Providing and fixing precoated Galvalumeroofing 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. |
| 64 | Roofing accessories of Galvalume sheet up to 600 mm total width for ridges, gutters, aprons,and flashings |
| 65 | Supplying, fabricating, testing, transporting, handling and erecting at required positions and levels metal roofing and canopy roofing including flashings and insulationetc. 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 of0.50 mm thickcolour coated / bare Al-Zinc Alloy coated steel0.50 mm with overall width of 400 to 500mmby seaming for 100% water tightness on outer face and 0.50 mm thick inner linear sheetwithgalvalume sheetprofile 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 100 mm 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 rockwool insulation each of 50 mm thick with density of 48 kg / Cu. M. Sub Grit (Top Hat) 1.5 mm thick Glavanised steel hat section fixed to main purlins, above first layer of insulation, to support the aluminium sheets.Inner linear sheet of 0.50 mm 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 surface shall be fully sealed at laps, perimeters, penetrations to ensure effectiveness & aluminium foil of 0.50mm thick laid over insulation board. |
| 66 | Providing structural repairs in old damaged concretestructures / surfaces with approved Polymerwith following operations 1) Removal of loose/Spalled ordamaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water2) Cleaning the re bars with Acetone for complete rust removal and washing with water to make the surface clean. 3) Applying protective coat / bond coat using polymer and cement in the proportion of 1: 1.5 (1 part of polymer and 1.5 parts of cement in synthetic enamal paint like consistancy with brush) 4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg ; silica sand 37.50 Kg. mixed with 10 litres of Polymer (or 1 Kg cement : 1.75 kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer)5) If thickness of repair exceeds 20mm ,after every 20 mm thick repair, bond coat as per 2 aboveto be applied and further thick of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed at site using approved polymer suitable for structural repair shallbe used)Note: Scaffolding will be paid separately under relevant item |
| 67 | Providing and repairing toexternal plastering in cement mortar1:4 (usingcrushed sand) of thickness 12 mm to 20 mm in patches of areaup to 2.5 sq metres including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls ncluding admixtured with approved Water proofing compound @ 2% by weight of cement used and as per manufacturer\"s specifications ,sieving of sand to required fineness complete including disposal of rubbish to the dumping ground within 50 metres lead |
| 68 | Providing SFMC Micro concrete for strengthening of structural members including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge. Using SFMC with 50% Quartz aggregate by weight (Only SFMC consumed alone will be measured for payment) |
| 69 | Providing, supplying, fixing in position, under floors or in walls sand cast iron pipes including required specials like bends, tees, \"Y\" collars, cowl etc for soil, waste and ventilation pipes conforming to IS.1729 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.75 mm dia sand cast iron S&S pipe as per IS:1729 with 0.90 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905 |
| 70 | 150 mm dia sand cast iron S&S pipe as per IS:1729 with 1.20 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905 |
| 71 | Supplying, Stacking and Laying of 150 mm thickrubble soling stones as under floor baseincluding packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge |
| 72 | Providing & Applying polymer modified,liquid applied, crack bridging, elastic, 2 pack acrylic polymer modified cementitious water-proofing coating system on concrete /plastered wall surfaces. The waterproofing chemical shall have Tensile strength of not less than 2 N/mm2 , Elongation not less than 35%. The substrate must be prepared by suitable mechanical preparation techniques such as high pressure water jetting, needle guns, blast cleaning etc. and properly pre-wetted to a saturated surface dry (SSD) condition. Blast clean to remove all contaminants within pores /blowholes.Mixing of Mortar shall be carried out as per Manufacturers specification using slow speed paddle mixer (500- 600 rpm).Subsequently,application of mortar and Curing shall be carried out as per Manufacturer\"s specifications all as per the directions of the Engineer -in Charge at all levels and locations complete. Note: Scaffolding will be measured and paid under relevant item. |
| 73 | Providing and fixing PVC rain water pipes conforming to relevant IS type B and PVC SWR fittings & specialsconforming to relevant ISincluding jointing with seal ring / With PVC solvent adhesive including fixing in walls usingclampsetc completeall as per drawings, specifications and as directed by the Engineer-in-charge |
| 74 | SWR PIPE 110 mm O/D |
| 75 | Providing 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 |
| 76 | 150 x 100 mm size gully trap \"P\" type |
| 77 | Providing and constructioning Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 thick brick masonry with cement mortar 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) |
| 78 | 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) |
| 79 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m diaat top, with 230 mm brick work in cement mortar 1:4, inside and ouside & all exposed surfaces cement plaster 20 mm thick with cement mortar 1:3 finished with a foating coat of neat cement, foundation concrete of mix 1:3:6 and making necessary channel in cement concrete 1:2:4 finished with a floating coat of neat cement all complete as per standard design , fixing C.I circular manhole cover, C.I steps as per the drawing (C.I frame & cover, C.I steps and excavation work will be paid seperately under relevant Item.) For an initial depth of 910 mm |
| 80 | Extra depth for circular type manhole 910 mm internal dia at bottom and 569 mm Internal dia at top, in brick work.Beyond 0.91 m |
| 81 | 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. |
| 82 | Supplyingand fixing CI cover 300 x 300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg |
| 83 | Carrying out Civil Engineering works like surveying & leveling, checking of form work fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Notes :(1) Each Job shall be carried out by one qualified Technician having minimum SSC with Trade certificate in Masonary/Plumber/Carpenter/Painter Trade of not less than one year duration from ITI/Government Recognised Vocational Training Institute or experienced Technician retired from Government service.(2) Deployment: The contractor shall deploy one Technician for each job as Single Day work for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the Technician will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account.(3) Period of work: The contractor shall carry out number of Jobs per day as directed by Engineer-in -Charge. (4) Mode of measurement : Measurement will be per job basis per day. A single job shall be carried out by deploying one Technician exclusively for the particular job.(5) The Technician should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Technician will report to BARC Engineer/ EIC. (6) The minimum notice period before change of technician is 1 (One) month; failing which a compensation, for not providing technical support, of Rs. 1,223/- per day of shortfall in notice period will be levied on the contractor. |
| 84 | Retired departmental supervisor. |
| 85 | Any other Technician having minimum SSC or Trade certificatein Masonary/Plumber/Carpenter/Painter Trade of less than one year duration from ITI/Government Recognised Vocational Training Institute. |
| 86 | 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) yearsexperience (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. |
