Tender For Construction Of Security Building For Barc (F), Rr Site Via Kota, Rajasthan.; 1 Part-I : Civil WorksSection- A: EarthworkEarth 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 vegetation, grass, etc. complete andas directed by the Engineer-in-charge. 2 From 0.00 to 1.50 m depth from Average Ground Level 3 Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rockincluding shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sidesetc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. 4 From 0.00 to 1.50 m depth from Average Ground Level 5 Earth work excavation in foundationin Hard Rockby Chiselling and / or by mechanical means (Hydraulic excavator)/ Manual means including dewatering if necessary, dressing the sides, ramming the bottom,and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge. 6 From 0.00 to 1.50 m depth from Average Ground Level 7 From 1.50 to 3.00 m depthfrom Average Ground Level 8 Earth work excavation in foundation in Hard Rock by controlled Blasting (including explosive,drilling, muffling, pre shear line drilling )and by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides of foundation, ramming the bottom of foundation, stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available excavated earth in layers not exceeding 250 mm in depth, each layer well rammed and consolidated etc. complete all as per specifications and as directed by the Engineer-in-Charge. Blasting works to be executedas per safety norms and as per specifications and as directed by the Engineer-in-charge. 9 From 0.00 to 1.50 m depth from Average Ground Level 10 From 1.50 to 3.00 m depthfrom Average Ground Level 11 From 3.00 to 4.50 m depthfrom Average Ground Level 12 From 4.50 to 6.00 m depthfrom Average Ground Level 13 Supplying and stacking good excavated earth available at site , including compaction of earthwork in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( Proctor density). 14 Cutting and felling trees of girth beyond 30 cm up to and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials complete as per specifications and as directed by the Engineer-in-charge. 15 Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. 16 Soil 17 Rock 18 Debris 19 Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc. 20 Soil 21 Rock 22 Debris Note: The rates in respect of Item Nos. 7and 8 are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil ,@ 50% in respect of Rock and @30% in respect of debrisfrom corresponding STACK / TRUCK Measurement 23 Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 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. 500 mm 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 byeworks complete as per specification / IS 6313:2001 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 ofall 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. 24 SECTION -B: Plain Cement Concrete & Reinforced Cement ConcreteProviding and laying in position cement concrete of 1:4:8 (1 cement, 4 crushed sand, 8 graded stone aggregate of maximum size 20 / 40 mm) with minimum cement content as per the latest revision of the relevant IS code including consolidation, finishing, curing etc. complete as per specifications and drawingsbut excluding the cost of Form work shuttering, centering complete at all levels. 25 Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) with minimum cement content as per the latest revision of the relevant IS code including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels. 26 Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) with minimum cement content as per the latest revision of the relevant IS code including consolidation, finishing, curing etc. complete as per specification and drawingsbut excluding the cost of Formworkshuttering, centering complete at all levels. 27 Providing and fixing at all levels, precast members using cement concrete 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of max. size 20 mm) 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 6 mm thick cement plaster 1:3 (using Crushed sand) on exposed surfaces complete as per specifications at all levels. 28 Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge. 29 Providing and laying in position Reinforced CementConcrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.Note : The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. 30 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 up to Plinth Level.Note : The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. 31 Providing and laying in position Reinforced CementConcrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in superstructure up to 20.00m height.Note : The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. 32 EXTRA (over Item nos. 10,11,12,15,16 and 17) forReady Mixed Concrete ofall Grades of RCC / PCC manufactured in Fully Automatic Batching plantproduced inside Project areasas per direction of Engineer-in-chargecomplete as per specifications . 33 Providing and laying in position PLUM Concretewith 70 % cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) and 30 % 150 to 230 mm size soling stones spreading uniformlyas per directions of the Engineer-in-Chargeincluding consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels 34 SECTION -C: Reinforcement Steel, Structural Steel & Formwork 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 contractor shall conform to IS – 1786(Latest edition) and BARC specification . Note: 1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories without any extra cost. 2) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3) Cover blocks shall be of same grade of concrete. 35 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. Usingmaterialsof approvedmanufacturers. All test reports to be provided along with the supply of the materials conforming to IS:2062. 36 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. 37 Up to and including 300 mm Joists, 350 mm channels, and below sections using materials ofapproved manufacturers.(ISI marked) All test reports to be provided along with the supply of the materialsconforming to IS:2062Notes for Item No. 21 & 22.01:1. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 2. Welding weights, connections, bolts and nuts shall notbe measured for payment but the cost of which shall be deemed to have been included in the rates. 3. Welding Electrodes from approved manufactrers meetinf all the technical specifications (the electrode gives smooth radiographic quality weld with low spatter and smoke) grade only shall be used. 4. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 5. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. 38 Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like pergolas, trusses, purlins, posts etc. using MS hollow / circular / square / rectangular tubular sections including applying a coat of Zinc chromate primer of approved make all as per specifications as per relevent codes and standards; all as per specifications, drwaings and as dircted by Engineer in Charge.Notes: 1. Yst 310 Conforming to IS 4923:1997 (Reaffirmed in 2009) with yield stregth of 310 N/sq. mm (For all rectangular Box sections Grade of steel to be used.) 2. Structural steel confirming to IS 2062 shall be supplied from approved manufacturers from their own plants rolled from virgin materials to be procured directly or from their authorised dealers and test certificate to be produced. 3. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 4. Welding weights, connections, bolts and nuts shall notbe measured for payment but the cost of which shall be deemed to have been included in the rates. 5. Welding Electrodes from approved manufactrers meetinf all the technical specifications (the electrode gives smooth radiographic quality weld with low spatter and smoke) grade only shall be used. 6.Holes to be drilled only by Drilling machines. Gas cutting of holes are not permitted . 7. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. 39 Providing and fixing hand rail of approved sizeby welding etc. to steel ladder railing, balcony railing & staircases railing including applying a priming coat of zinc chromate steel primer etc. complete as per specifications using M.S tubes of ISI marked (Medium) of specified diameter and thickness. 40 Providing and fixing hand rail using304 grade Stainless Steel pipesof approved size 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. 41 Providing and fixing 304 grade Stainless Steel pipesof approved size, make and quality by cutting and placing in position including embedding if necessary complete as per specification and as directed by the Engineer in charge. 42 Providing and fixing in position 50 mm thick Thermocoleboard heavy density minimum 18.00 Kg/ CuM weight wrapped in 200 micron thickness Polythene sheets and placingin machine foundation workscomplete as per specifications and drawings andas directed by the Engineer incharge. 43 Providing and fixing at all levels MS bolts including nuts and washers of approved size, quality and makeas per requirements, drawingscomplete all as directed at site by the Engineer in charge 44 Providing and fixing at all levels SS bolts including nuts and washers of approved size, quality and make as per requirements and as per specifications, drawingscomplete all as directed at site by the Engineer in charge 45 Providing and fixingfabricated embedded parts/ platesmade 304 grade Stainless Steel pipes/ Plates/ Flanges etc.as perdrawings of approvedmake and qualityby welding,fixing, embedding in concreteat siteetc.as per drawings, specifications complete. Note :A sample to be fabricated and to be got approved by theProject Engineerbefore starting of work at site. This work to be executed through approved specialized agency. 46 Labour charges for Fixing in position in RCC / Masonry/ Form workMild steel or Stainless steel fabricatedEmbedded Parts supplied by the Department including transporting from the departmental stores, aligning, fixing in position, welding, providing necessary supporting arrangements etc. complete all as per drawings and specifications and as directed by the Project Engineer. 47 Weighing Up to 100 kg 48 Weighing Up to 100 kg and inclusive of 1000 Kg 49 Weighingabove 1000 KgNote : M.S. Steel / Reinforcement steel/ jigs & fixtures if required for supporting shall be paid under relevant item. 50 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 51 For Sub Structure 52 For Super Structure 53 For Circular & curved shuttering In Sub Structure 54 For Circular & curved shuttering In Super structure 55 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. 56 SECTION -D: Masonry works & PlasteringProviding and constructing Half brick masonry using Flyash/ FlyashLime bricks in substructure with 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. (Reinforcement will be paid under relevant item) 57 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 at all levels. (Reinforcement will be paid under relevant item) 58 Providing and constructing Brickwork in cement mortar 1:6using crushed sand withFlyash / FlyashLime brickswith minimum 70 kg / Sq. cm strength of approved make and size in Sub structure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. 59 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 at all levelsincluding, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. 60 Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6(using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. completeas per drawings and specifications. 61 Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth) at all levels in C.M 1:6(using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth leveland upto20m height including scaffolding, curing etc. complete as per drawings and specifications. 62 Labour charges for constructing Random Rubble masonry using Rubble Stone available at site in foundation and plinth in C.M 1:6(using crushed sand) including cost of bond stones, raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. completeas per drawings and specifications. 63 Labour charges for constructing Random Rubble masonry using Rubble Stones available at site in super structureupto 20m height at all levels in C.M 1:6(using crushed sand) including cost of bond stones, raking out joints or simultaneous flush pointing , curing etc. completeas per drawings and specifications. 64 Forming of grooves of uniform size from 12 mm X 12 mm to 25 mm X 15 mm in plastered surfaces as per approved pattern using wooden batterns, nailed to the under layer including removal of wooden batterns, repair to the edges of plaster panels and finishing the groove complete as per specifications and as per the direction of Engineer-in-charge 65 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 66 Providing20 mm thick plastering using Ready mixexternal plastering compound ofapproved make for externalfaces of brickwork / concrete surfaces including preparation of the surface, curing, cleaningscaffoldingat all heights complete, all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge 67 Providing and fixingG.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 plasteringcomplete all as directed by the Engineer-in-charge. (Only area of the chicken mesh used alone will be measured) 68 SECTION -E: Flooringworks Providing and layingminimum 25 mm thickuniform shade Kotah stone flooring over 20 mm 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 obtainmirror polish complete with base cement mortar 1:4 (using crushed sand) all as per specifications, patterns and drawings complete. 69 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm ) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 70 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 71 Extra (over Item No. 48) for nosing in steps of treads Using Kotah stone 72 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 of approved make, shade andcolour of size ranging from300 - 600 mm long and 300 mm - 600 mm wide and thickness not less than 6 mmas approved byEngineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints withmatching colour Tile grout of approved make of matching shade including using PVC tile trim in the exposed corners, complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge. 73 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 74 Providing and fixing Glazed VITRIFIED floor tiles of approved make of size above 600x 600mm and up to and including900 x 900mm 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 75 Providing and Fixing3.00 mm thick Homogeneous PVC sheet / tile in flooring and skirting of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards in approvedpattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer meeting all the technical specifications as per relevant codes and standards including leveling small undulations with plaster of paris if required, rolling with light wooden roller weighing about 5 kg all complete as directed by Engineer-in-charge in approved colour and shade. 76 Supplying, stacking and laying of 230mm thickrubble soling stones as under floor baseincluding packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, murum etc. complete all as per specifications and as directed by the Engineer-in-charge. 77 Murum fillingunder floors of specifiedthickness in layers ofnot more than 150 mm thickness including supplying required materials andconsolidation etc. complete (Murum to be brought from outside campus ofRR Site). 78 Providing, supplying and laying pre polished granite slab flooring / dado / Wall claddingof approved blackshade, colour and texture withnot less than15-17mm thick graniteslabsover20 mmthick base cement mortar 1:4 (using crushed sand) laid and placedwith grey cement slurry includingfilling the joints with matching whitecement basedtile groutcomplete all as per specifications and drawings. 79 Providing, supplying and laying pre polished granite slab flooring / dado / Wall claddingof approved shade other than black, colour and texture withnot less than 15-17mm thick graniteslabsover20 mmthick base cement mortar 1:4 (using crushed sand) laid and placedwith grey cement slurry includingfilling the joints with matching whitecement basedtile groutcomplete all as per specifications and drawings. 80 Providing and fixing 1st qualitydigital highlighter300 x 450 mm- wall tiles meeting all the technical specifications as per relevant codes and standardsas and as approved byEngineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints withmatching colour Tile grout compound meeting all the technical specifications as per relevant codes and standards of matching shade complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge. 81 Providing and fixing 1st qualityDigital highlighter 300 x 600mm- wall tiles meeting all the technical specifications as per relevant codes and standards and as approved byEngineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints withmatching colour Tile grout compound meeting all the technical specifications as per relevant codes and standards of matching shade complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge. 82 Providing and fixing minimum 15-17 mm thick gang saw cut mirror polished (pre-moulded and pre-polished) machine cut Granitefor kitchen platforms, vanitiy counters, wash basin counters, door frames, window sills, facias 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. 83 Extra (over Item No. 60) for providing edge moulding to Minimum 15 mmthick Granite Slab counters, Vanitis etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. 84 Section- F:Doors, Windows, Glazing & False Ceiling works 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 or approved equivalent meeting all the technical specifications as per relevant codes and standards conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately)Notes: 1) The rates for aluminium is inclusive of all fastners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints 3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for. 5)Detailed fabrication drawings to be prepared and got approved by Project Engineer. 85 Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) 86 Extra over above item for providing Colour Anodizing / Dyed anodizing Aluminium sections of approved colour with matching colour fittings. 87 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). 88 Withclear float glass panes of 6.00 mm thickness 89 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-inCharge. 90 With tinted toughened floatglass panes of 6.00 mm thickness 91 With frostedglass panes of 6.00 mm thickness 92 Providing and fixingapproved quality stain less steel body roller wheelsfor slidingshutters 93 Providing and fixing approved quality and shape star locks cum handle for sliding shutters 94 Design, fabrication, supply and installation of frameless clear, toughened float glass of specified thickness for fixed glazing and openable panels (doors) with crystal edge polish and necessary patch fittingsfor swing doors, hunged on floor spring, , S.S.handles and locking arrangement and clear toughened float glass fixed for fins and all joints sealed with weather silicone sealent and fixed portion glass from top sides and bottom with anodised (minimumthickness 25 microns) Aluminium C channels (25 mm X 25 mm X 1.5mm thick)and all glass to glass joints sealed with clear thick weather silicone sealent and making the required grooves in plaster/concrete for fixing channels etc and making good the same with sealent/plaster of paris etc. complete all as per approved shop drawings, specifications and as directed by Engineer-in-charge. Note: Shop drawings to be prepared by the contractor as per the site conditions and the same shall be submitted for approval of Project Engineer before procurement. 95 Frameless fixed panels using 12mm thick clear toughened float glass including making cutouts, finishing the edges sealents etc complete. Glass area alone shall be measured and paid (necessary patch fittings shall be paid under relevant Item) 96 Frameless openable panels (swing doors) using 12mm thick for door leaves including making cut outs/ holes, finishing the edges with crystal edge polish ,sealents etc complete. Glass area alone shall be measured and paid (necessary patch fittings, locks & floor springs shall be paid under relevant Item) 97 Providing, supplying and fixingTop & bottom patch fittings with covers to suit floor springs & free pivots . 98 Providing, supplying fixing of Over panelpatch fittings withbacking plate and pivots 99 Providing, supplying fixingofhigh light to side light / corner link patch fittings with covers to suit floor springs & free pivots . 100 Providing, supplying fixingof connectinglink patch fittingsfor two or four glass 101 Providing, supplying fixingof Floor Spring with spindle insert closing force EN3, EN4,EN6with stainless steel satin finish cover plate complete including makingcut outs on floor & finishing the same complete. 102 Providing, supplying fixingofUniversal Centre lock with strike Plate 103 Providing, supplying fixingof corner lock with strike plate 104 Providing, supplying fixingofwall to glassconnectingpatch fittingsforfixed glass 105 Providing, supplying and fixing back to back Stainless steel Handle of 720 mm long 106 Providing and Fixing in position Suspended false ceiling system using 600 x 600mm Calcium Silicate Ceiling tiles having 15mm densified edges and 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC and approved surface design and edge profileplaced in a suspended grid of size of 600 x 600mm made of hot-dipped G.I steel sections having an exposed surface capping of pre-finished baked polyester painted coil wherein the main tee of size 24mm x 38mm x 0.33mm shall be suspended at 1200 mm centers along the length of ceilingwith 4mm dia G.I wire with necessary level adjusters and cross tees of size 24 x 28 x 0.33mm x 1200 mm shall be inserted in to slots between the main tees at 600mm centersand thereafter in directionvertical to the longer tees, cross tees of size 24 x 28 x 0.33mm x 600mmshall be inserted to form a grid size of 600 x 600 mm resting on the periphery walls on wall angles of size 20mm x 20mm x 3000 mm x 0.40 mm thickness.The rate shall include providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings. The work shall be carried out as per directions of Engineer-in-charge.The main teesto besuspended from the ceiling/ soffit with the help of metal dash fastners of 6mmx50mm, soffit clits of 25mmx35mmx1.60mm and 4mm dia G.I wire with galvanized spring steel leveling clips. the entire grid system shall be designed to bear a distributed load of minimum 15 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment). 107 False Ceiling- tiles- Cosmos / Spintone / Hexa / Quadra Models with micro look system. 108 Providing and fixing in position suspended false ceiling system using 12 mm thick calcium silicate boards of100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KCplaced in a suspended grid of size of 600x 600mm made of hot-dipped G.I steel sectionswherein the ceiling sections of 0.55 mm thickshall be suspended at 1200 mm centres along the length of ceilingwith 4mm dia G.I wires/ 1 mm thick strip hangers made ofG.I sheet sections with necessary level adjusters andinter channelsof 0.90mm thick with connecting clips andresting on the perifery walls on wall angles of 0.55 mm thickness including providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings and as per directions of Engineer-in-charge.The main teesto besuspended from the ceiling/ soffit with the help of metal dash fastners of 6mmx50mm, soffit clits of 25mmx35mmx1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips/G.I strip Hangers at 600mm centers . the entire grid system shall be designed to bear a distributed load of minimum 25 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment)Notes: For Item Nos. 68 & 69 - (1) The mode of measurement shall be actual area of False ceiling and no deduction will be made for light fittings and diffusers. (2) Quoted Rate shall also includes: i) Anchor Fasteners for Drop rods.ii)Providing additional GI channel/angle/or any other suitable section for fixing of vertical member at junction of level difference in false ceilingwherever required.(3)Contractor has to submit shop drawing for the system for approval of Engineer-in-charge before proceeding with the work. (4)Work should be carried out as per manufacturers specifications andonly through approved executor/applicator and in co-ordination with the agency of HVAC /Mechanical/Electrical work and no extra will be paid for the same. (5)False ceiling workin any area should be commenced only after clearance from departmental representatitive is sought in writing for completion of HVAC ducting work. No additional claim, whatsoever, will be entertained by the Department in this regard. 109 Providing and fixing of Hollow metal fire rated (2 hr fire rating) Single leaf / double leaf doors of specified size as per IS 3614 part-1 & part-2 for stability and integrity. Pressed Galvanized steel confirming to IS 277 with the following specification. Recommended fire door shall have doors tested at CBRI or ARAI for maximum rating of 2hrs with vision panel. Test certificates shouldbe available for vision lites /panels as part of the fire door assembly. Independent glasstest certificates will not be accepted. Manufacturer test certificate shall cover doors both single and double leaf and all doors supplied should be within the tested specimen, deviation in specification and sheet thickness other than what is mentioned in the test certificates are not allowed. Proper label confirming the type of door and the hourly rating is mandatory. Approved manufacturer of approved equivalent quality.Door frame shall be double rebate profile of size 143 x 57 mm made out of 1.60mm (16gauge) minimum thick galvanized steel sheet. Frames shall be Mitered and field assembled with self tabs. All provision should be mortised, drilled and tapped for receiving appropriate hardware. Rubber door silencers should be provided on the striking jamb. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Once frame installed should be grouted with cement & sand slurry necessary for fire doors on the clear masonry opening. Door shutters shall be ofG.I sheet 18 gauge thick with necessary stiffners. Thickness of the door shutter shall be as per design or minimum 40 mm). All doors and frames shall be finished with polyurethane aliphatic grade paint of approved colour. The door leaf and frame shall have passed minimum 250 hours of salt spray test. 110 Extrafor providing and fixingfurniture fittings for Hollow metaldoors / Hollow metal fire door, completeas per specifications and as directed by Engineer-In-Charge. 111 304 Grade stainless steelBall bearing hinges of size 100x75x3mmor as directed by by Engineer-In-Charge withrequired screws etc. 112 Door Closer with standard arm, includingrequired screws etc. 113 Dead Lock with both side Key Cylinder 114 SS Pull - H- Type handle- 32mm Dia & 600 mm Long 115 Fire rated Clear Glass- 200mmx 300mm 116 Providing and fixing single point lock cum handle foraluminium openable windows / top hung shuttersof approved quality complete all as per specifications and as directed by the Engineer-in-charge. 117 Providing and fixing locks for aluminiumsliding window shutterswith(Over all size of 204mm x 23 mm) of approved type all as per specifications complete as directed by the Engineer-in-charge. 118 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. 119 Second class teak wood 120 Providing and fixingFRPdoor shuttersflush door / panelled type with plain colour or wooden veneer finish of approvedquality,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 minimum100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foamand fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges with S.S. wood screws 121 35 mm thick panelleddoor type of approved coloursincluding the cost of 100 mm ISI marked heavy quality stainless steel butt hinges with necessary screws. 122 Providing, supplying and fixing hollow metal flush steel doors frame & shutter 40 mm thick consisting of door frame and shutters and all hardware fittings, frame of 143mmx57mm sizemade out of 1.60mm thick G.I sheets and shutters made of 1.20mmthick sheets, hollow portion filled with Honey Comb Craft paper including necessary stiffners in shutters and frame, vision panel of specified size withglass as specified. provision for fixing required hardwares, 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 (Hardwares & vision panels will be measured under relevant Item). 123 Single Door shutter with Frame 124 Providing and fixing anodised aluminium tower bolts of size 250 X 12 mm ISI marked transparent or dyed to required colour or shade with necessary screws etc. 125 Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge. 126 Providing and placing in position suitable PVC water stops conforming to IS 12200for construction / expansion joints between two RCC Members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as per specifications and as directed by the Engineer-in-charge 127 150 mm wide water stopper 128 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 the 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 129 With Average thickness of 120 mm and minimum thickness atkhurra as 65 mm using river sand / crushed sand. 130 Average 65 mm thick for chajjas using river sand / crushed sand 131 Extra over 120 mm thick cement based water proofing for providing and laying brick bat cobain roof(i) Laying brick bats with mortar using broken brick bats 25 mm to 115 mm size with 50% of cement mortar 1:4 (using crushed sand) admixed with proprietary water proofing compound as per manufacturers specifications conforming to relevant ISand approved by Engineer-in-charge over 20 mm thick layer of C.M 1:4 (using crushed sand) to required slope complete as directed by the Engineer-in-charge.(Measurement will be over and above the average thickness of 120 mm only). 132 Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m.including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by Engineer-in-charge including mixingfibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion, complete as directed by the Enginer-in-charge. The treatment to be tested for water tightness before filling the sunken areas. 133 Providing, painting and finishing walls with two coats of exterior emulsion painton sand face plaster /plain plaster & concrete of required shade over new work 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. 134 Providing and applying wall painting two coats on new work with premium plastic emulsion paintto give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge 135 Providing, applying wall painting two coats with Lustur paintto 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 136 Providing and Painting twocoats of synthetic enamel paint on steel surfaces to give an even shade over aprimer coat including preparation of the surfaces, scaffolding completeas per specifications and as directed by the Engineer-in-charge 137 Providing & applyingSynthetic plaster / Textured Coating of approved quality with finishes of minimum 2 mm thickness based on synthetic fibre & chemicals having acid, alkalies, fire & fungus resistance properties of approved shade on 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 applyingapproved equivalent quality 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 of plastered surface to receive approved equivalent quality plaster, cleaning the surface including cost of scaffolding and cost of all materials, labour etc. complete as per manufacturers specifications and as directed by Engineer. 138 Providing and paintingTWO coats of synthetic enamel paint on new wooden surfacesof required colour to give an even shade over an under coat of suitable shadeprimerof approved brand and manufacturer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge 139 Providing and painting walls with (TWOcoats) of approved shade of high build protective , elastomeric water proofexterior gradepaint of required shade, minimium dry film thickness of 250 microns acheived in two or more coats / as per manudacturers specifications including preparation of the surfaces by scrapping / wire brush , scaffolding complete. Primer coat will be with approved make with water in ratio of 1:2and 2 coats of finishing coat without water all as directed byEngineer-in-charge. 140 Providing and applying white cement based wall puttyover concrete or Plastered surfaceup to 3 mm thickto get uniform surface free from undulationincluding cleaning complete all as directed by the Engineer-in-charge 141 Providing and Painting with Epoxy PU paintusing 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat 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 142 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. 143 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. 144 Extra(over Item No. 93)for cutting of reinforcement in RCC, stacking the same and returning the steel scrap to the departmental stores all as per direction of Engineer-in-charge. 145 Dismantling of RCC works includingCuttingand stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. 146 Demolishing C.C / R.C.C works by mechanical means and stock piling at designated locations carefully with out damaging adjacent structures and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unservicable materials separately including cutting reinforcement bars all as directed at site. 147 Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. 148 Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. 149 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. 150 Dismantling doors, windows 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 151 Taking out doors, windows and clear storey openings (steel / wood) shutter including stacking within 100 m lead (only shutters) of area 3.00 Sq.M and below. 152 Taking out doors, windlows and clear storey openings (steel / wood) shutter including stacking within 100 m lead (only shutters) of area beyond 3.00 Sq.M 153 Dismantling steel work in single sections including dismantling and stacking within 100 m leadIn R.S Joists,Angles etc. 154 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. 155 SECTION-G: Internal& External Water SupplyProviding and fixing to the inlet mouth of rain water pipe cast iron dome grating 15 cm diameter and weighing not less than 440 grams. 156 Providing,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.Cmhydraulic 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 markedC -Class heavy quality pipes. 157 15 mm dia G.I pipe 158 20 mm dia G.I pipe 159 25 mm dia G.I pipe 160 32 mm dia G.I pipe 161 40 mm dia GI pipe 162 50 mm dia GI pipe 163 Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards 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. 164 15 mm n.b. 165 20 mm n.b. 166 25 mm n.b. 167 32 mm n.b. 168 40 mm n.b. 169 50 mm n.b 170 Providing and fixing 50 mm dia brass ball cock of heavy quality of following sizes with arm rod and Plastic Ball floats completeas per specifications and as directed by the ProjectEngineer. 171 Providing and fixing 15 mm dia C.P brass bib cock of heavy qualityas directed by the Engineer-in-charge. 172 Providing and fixing 15 mm n.b. C.P Brass open stop cock of Heavy Quality as directed by the Engineer-in-charge 173 Providing and fixing 15 mm n.b. C.P brass concealed stop cock of Heavy Qualityas directed by the Engineer-in-charge. 174 Providing and fixing 15 mm n.b. C.P brass Angle cock of heavy qualityfor wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-charge. 175 Providing and Fixing 15 mm CP brass Angle stop cock - quarter Turn as per specifications and as directed by the Engineer-in-charge. 176 Providing and fixingCP brass / copper inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15 mm dia 600 mm long. 177 Providing and fixing 15 mm C.P brass pillarcock of heavy Quality and as directed by the Engineer-in-charge. 178 Providing and fixing heavy quality health faucetwith 1.50 metres long flexible hose (handshower) with wall brackets and type as per specifications and as directed by the Engineer-in-charge 179 Providing and fixing heavy quality 15 mm urinal flush cock as per specifications and as directed by the Engineer-in-charge. 180 Section- H: Drainage & Sanitary AppliancesProviding and fixing square mouth S.W. gully trap P type of 150 x 100 mm sizecomplete 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 181 Providing and laying non pressure NP2 class RCC Hume pipeswith 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 182 100 mm Dia RCC Hume pipe class NP2 183 150 mm Dia RCC Hume pipe class NP2 184 250 mm Dia RCC Hume pipe class NP2 185 300mm Dia RCC Hume pipe class NP2 186 Providing and constructioning Inspection chambers of Internal size clear dimension of 900 x 600 mm in 230mm 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) 187 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) 188 Supplying and fixing Cast IronMan hole or Cast Iron Steps, cover, grating ofweight as specified in the drawings or as directed by the Engineer in charge. 189 Providing and fixing Chlorinated PVC (CPVC) pipes having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps including chasing the walls, concealing the pipes and making good the same etc. This includeds jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Project Engineer 190 25 mm outer dia CPVC pipe (External) / open 191 32 mm outer dia CPVC pipe (External) / open 192 40 mm outer dia CPVC pipe (External) / open 193 50 mm outer dia CPVC pipe (External) / open 194 Providing and fixing PVC rain water pipes conforming to relevant IS type B and PVC SWR fittings & specialsconforming to relevant IS code including 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 195 SWR PIPE 110 mm O/D 196 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 conforming to IS: 15905 of approved quality including cost of jointing with spun yarn and molten lead / drip seal 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. 197 75 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint or Cast iron hubless pipes as per IS : 15905 198 100 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kglead / joint or Cast iron hubless pipes as per IS : 15905 199 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, shoes etc forRain water down takepipes Conforming to IS.3989 or Cast iron hubless pipes conforming to IS: 15905 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. 200 100 mm C.I rain water down take pipe with 1.00 kg lead / joint conforming to IS:3989 /Cast iron hubless pipes conforming to IS: 15905 201 150 mm C.I . rainwaterdown take pipe with 1.20 Kg lead / joint conforming to IS:3989 /Cast iron hubless pipes conforming to IS: 15905 202 Providing and fixing Lead Sheet Flashing of about 450 mm x 450 mm size made out of 1.5 mm thick lead sheets including forming to required shape, dressing, fixing to mouth of rain water pipes with necessary bitumen, cement mortar, providing C.I. grating etc. complete as per specification for rain water downtakes of size upto 150mm n.b. 203 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 204 Providing and fixing heavy quality stainless steel / C.P brass grating as specified for floor traps / nahani traps all as directed by the Engineer-in-charge 205 SS Grating 125 mm dia 206 Providing and fixing 150X 150 mmcast irongrating of required shapefor rain water down takes at roof includingchipping andgroutingcomplete all as directed by the Engineer-in-charge . 207 Providing and constructing storm waterchambers of Internal size clear dimension 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) 208 Providing and fixing Wall Mounted EWCWhite Colour with P or S Trapwith solid seat and lid , 32 mm diaFlush Valve ,Flush bend , fixing EWC with C.P Brass screws, 15 mm PVC heavy quality inlet connection of 600 mm long, including fixing with a pair of 12 X 120 mm SS Rack Bolt, testing , commissioning & cleaning etc.complete all as per drawings and specifications and as directed by Engineer-In-Chargeat site. 209 Providing and fixing white vitreous china flat back single half stall urinal size 580 x 380 x350 mm / 610 mm with 32mm C.P flush value including standard flush pipe and C.P. brass spreaders, 32mm urinal waste coupling with dome grating and clamp etc. including making G.I water line connection complete as directed by the Engineer-in-charge (Only G.I. pipes will be paid under relevant Item )Note: For fixing flush valve 32 mm G.I water line provision to be made which will be paid under relevant Item . 210 Providing and fixing vitreous China wash basin with C.I. brackets, 15 m C.P. brass pillar tap,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. 211 White vitreous China counter top/counter below wash basin size 560*410 mm/560*450 mm with single 15 mm C.P. brass pillar tap (OVAL/ROUND Models ) 212 Providing and fixing PVC low level / high levelflushing cistern 10 litre capacityin white colour with flush pipewith manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures etc. complete as per specifications and as directed by the Engineer-in-charge. 213 Providing and fixing 25 mm Dia G.I. inlet connection for flush pipe connecting with W.C. pan fromhigh level flushing cistern 214 Providing and fixing Heavy quality32 mm dia flexible PVC (semi-rigid) waste pipefor sink or wash basin including PVC waste fittings etc. complete all asper specifications and as directed by the Engineer-in-charge 215 Providing and fixing 6 mm thick mirrors of size600 x 450 mm with bevelled edges complete with 6 mm thickasbestos sheet back ground fixed to wallswith C.P. brass screws and concealedwashers complete. all as per specifications and as directed by the Engineer-in-charge . 216 Extra (over Item No. 138) for providing and fixingmirrors with - stainless steel 304 grade STUDS (with wall spacers)complete all as per specifications and as directed by the Enginner-in-charge 217 Providing and fixing stainless steeltoilet paper holderrecessed typewithS.S screws as directed by the Engineer-in-charge complete. 218 Providing and fixing 150 X150 mm soap dishofwhite viterious Chinaware,includingchasing walls making good the same after fixing the China Soap dishetc. complete all as per specifications and as directed by the Engineer-in-charge. 219 Providing and fixing heavy qualityC.P. brass waste coupling of 32 mm dia for wash basin and sink,Half threaded or Full threadedas directed by the Engineer-in-charge complete. 220 Providing and fixingheavy qualityCP brassbottle trap 31 / 32 mm ,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 for wash basins / urinal etc all as per specifications and directed by the Engineer in charge. 221 Providing and fixing C.P brass towel rail600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge. 222 Providing and fixing 15 mm C.P brass tube 600 mm long with nuts andwashers complete for wash basins / urinals with all necessary acessories completeas directed by the Engineer-in-charge. 223 Providing and fixing 15 mm PVC inlet connection suitable for hot and cold water 600 mm long with nuts andwashers complete for wash basins/ Urinals etc. with all necessary acessories completeas directed by the Engineer-in-charge. 224 Providing, supplying and fixing JET spray with 1.00 metre long flexible tube connection in European / Anglo Indian closet under seat cover fixtures complete all as specified and as directed by the Engineer-in-charge. 225 Providing, hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tanks of 4000 litre capacitywith WHITE SILICON coated and with suitable S. M. Ccover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I nipples ranging from 15 mm to 50 nn n.b of average150 mm length with double check nuts, washers etc. complete as directed by the Engineer-in-charge. 226 Section-I: Miscellaneous WorksProviding and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade madewith strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge. 227 Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge. 228 Providing and Fixing Anchor Fastner including drilling in concrete as per requirementfor fixing EPs or other structuresallas specified by the manufacturer complete all as per specifications and drawings. 229 16 mm diameter 75 mm Long 230 16 mm diameter 100 mm Long 231 16 mm diameter 150 mm Long 232 16 mm diameter 200 mm Long 233 20 mm diameter 100 mm Long 234 Providing and fixing Mechanical Splicing using threaded coupler of all types to the reinforcement bars of specified diameter and grade using high yield strength standard couplers of specially produced steel to join ribbed bearing bars machine cut end to end. Cost to include necessary supply of threaded couplers of various diametres , transportation, coupling at site by mechanical means , erection at site, testing of random samples, testing at site, protection of threaded ends using PVC covers, threading of rebars etc. complete. Cost to include necessary testing of joints ( 0.5% of the total joints) at site for tensile strength and as required by Engineer-in- Charge.Cost quoted shall include all materials and labour. 235 16 mm dia 236 20 mm dia 237 25 mm dia 238 Providing and fixing stainless steel urinal grab bar/wash basin Grab bar (confirming 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 etc. as required. 239 Labour charges for dry stone pitching 22.5 cm thick by using good soling stones available at site, preparing the surface complete. 240 Part-II : Mechanical Works Split AC units : Supply, installation, testing & commissioning of split AC of followingnominal capacity and accessoriesas per tender specifications 241 2TR 242 1.5TR 243 1TR 244 Copper pipe with insulation :Supply and installation of Copper pipe with insulation suitable for following capacity split ACmachine (quantity for single run ) 245 2TR 246 1.5TR/1TR 247 Drain pipe: Supply and installation of5/8 inch dia PVC Braided flexible pipe withinsulation as per tender specification. 248 Casing capping : Supply and installation of PVC casing-capping of following cross sectional size as tender specification. Location : for AC pipe and drain 249 150mm x 50mm 250 100mm x 50mm 251 Electric cable:Supply and installation of Electrical wiring/cables of three/four core x 2.5 mm² (or as per split AC requirement foritem no 155) 252 Exhaust fan: SITC of propeller type exhaust fans with louvers offollowing sweep dia ( approx.) along with all accessories and fixture as per tender specifications. 253 200mm 254 300mm 255 Part-III : Electrical Works Lighting Distribution Board as per TSS1 256 Power Distribution Board as per TSS2 257 10way VTPN DB with 160A Incomer as per TSS3 258 8way VTPN DB with 63A Incomer as per TSS4 259 4C 25sqmm Al conductor XLPE cable as per TSS 5 260 20 Pair Telephone cable as per TSS6 261 Optical fibre cable as per TSS7 262 4pair instrument cable TSS8 263 End Termination of 4C 25sqmm Cable as per TSS9 264 End terminations of 20Pair Telephone as per TSS10 265 End terminations of Instrument cable as per TSS11 266 Point Wiring for below points as per TSS12 267 Primary Power Points (16A+6A) 268 Secondary Power Points 269 Primary Lighting Points 270 Secondary Lighting Points 271 Highbay Primary Lighting Points 272 Highbay Secondary Lighting Points Secondary 273 Terrace lighting Primary points 274 Terrace Secondary lighting points 275 Primary Security Lighting Points 276 Secondary Security Lighting Points 277 Primary Ceiling Fan Pointswith switch and regulator 278 Secondary Ceiling Fan Points with switch and regulator 279 Primary Exhaust Fan power Points 280 Secondary Exhaust Fan power Points with switch and socket 281 Split AC Power Points 282 Primary FA/PA Points 283 Secondary FA/PA points 284 Point wiring for call station point 285 Network combo points 286 LED Recess type Lighting Fixtures as perTSS13 287 LED square type surface Lighting Fixture as per TSS14 288 LED Lighting Fixture Highbay type as per TSS15 289 Outdoor Security LED Lighting Fixture as per TSS16 290 LED Terrace Lighting Fixture as per TSS17 291 LED Flood Lighting Fixture as per TSS18 292 LED Batten Lighting Fixtures as per TSS19 293 42U Mounting Rack with accessories as per TSS20 294 15U Mounting Rack with accessories as per TSS21 295 24 Port rack mount LIU with splicing of OFC as per TSS22 296 24 Port Jack Panel as per TSS23 297 3 Feet Patch cord (CAT 6) as per TSS24 298 Earthing Stations as per TSS25 299 Fire Alarm Terminal Box as per TSS26 300 PA Terminal Box as per TSS27 301 Perforated Cable Tray (size 300 mm X 50mm) with accessories as per TSS 28 302 Cu Earthing wire 8 SWG as per TSS 29 303 Air Terminal as per TSS 30 304 Test Link with Enclosure as per TSS31 305 MS fabrication item as per TSS32 306 MS Powder coated item as per TSS33 307 Self Illuminated signage as per TSS34 308 GI Sleeve as per TSS35 309 GI 25 X 6 mm Earthing strip as per TSS36
