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| Sl. No. | Item Description |
| 1 | Cutting in earth work by mechanical means or manual meansin all heights and depths in all kinds of soil, including saturated soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chiesling and wedging out of rocks (where blasting is prohabited) and their intermediate classification of soil including dewatering whereever required,settling out to required line, level as shownon the drawing and directed by the Engineer in charge at siteaccording to the HP.PWD specification of 1990 (one thousandnine hundred ninety) volume-I (one) and sorting out useful materials to be stacked at suitable site as per satisfication ofEngineer -in- Charge along with levelling, fine dressing and with all kinds of labour , mechanical tools and equipment and safety measures and incidental necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles, aggregate,sand slates shall be properlystacked at site to the maximum possible extent in all lead and lift through all modes of transportation as per thedirection of the Engineer-in-Charge and all surplus excavatedearth will be disposed off at approved dumping site which will be arranged by the contractor at his own cost. Any loss to thepublic and private property during the course of execution and disposal of serviceableand unserviceable materials shall be whole responsibility of contractor |
| 2 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 to thesatisfaction and in all leads and lift as per direction of Engineerin Charge. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. All kinds of soil. disposal of all surplus material to the approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. Any loss to the public, private / property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be compensated by him in all cases including carriage of matereials within all leads and lifts and other incidentals. The rate is excluding GST, but including octroi, royality, Malkhana, toll tax, and any other taxes imposed by the Government. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. All kinds of soil. |
| 6 | Filling in plinth with sand under floors including watering ramming consolidating and dressing complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 8 | Suspended floors, roofs, landings, balconies and access platform complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts Circular complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 10 | Stairs, (excluding landings) except spiral stair cases complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 12 | Edges of slabs and breaks in floors and walls Under 20 cm wide complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. including getting out the excavated soil and disposal of surplus excavated soils as directed, complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand) : 10 graded stone aggregate 40mm nominal size) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 15 | Providing and laying cement concrete 1:4:8(1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.. |
| 16 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works upto plinth level |
| 17 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works above plinth level upto all floor level |
| 18 | Steel reinforcement for R.C.C. work Thermo Mechaniacally treated bars of grade Fe 500 D or more including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 19 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 20 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure in : Cement mortar 1:4 (1 cement : 4 coarse sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : in Cement mortar 1:6 (1 cement : 6coarse sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 22 | Boulder filling tightly hand packed under floor including watering, ramming, consolidating etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 23 | Providing & fixing factory made uPVC of approved color casement /casement cum fixed glazed windows comprising of uPVC multi chambered frame, sash & mullion(where ever required) extruded profile.Including tower bolts, handle, hooks & eyes etc, in ncessary panels. Frame should be duly reinforced with 1mm G.I. section and Sash/Mullion with 1.5 to 2mm thick G.I. section based on wind load calculation, (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, Co-extruded TPV Gasket having separate dranage system, stainless steel (SS 304 grade) friction hinges, zinc alloy(white powder coated) casement handles, whereever necessay fly wire mesh should be included in frame, G.I. Fasteners 100x8mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of Frame & Sash shall be metered cut and fusion welded at all corner, Mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware & drainage of water etc. After fixing frame, the gap between frame and adjacent wall shall be filled with PU Foam/ backer rod of required size & approved quality. After that sealed with weather proof silicon sealant at both the side(inside & outside), all complete as per approved drawing specification & direction of Engineer-in- Charge Casement window single panel with friction hinges 300x19x1.9 mm (three hundred into nineteen into one point nine millimetre) made of frame 60x55 mm (sixty into fifty five millimetre) & sash 60x75 mm (sixty into seventy five millimetre) both having wall thickness of 2.2+- 0.2 mm and double glass pane glazing bead 34x20 mm ( thirty four into twenty millimetre) or appropriate dimension. Windows shall be provided with 6mm (six millimetre) thoughned glass (outside + 12 mm air gap + 5mm (inide clear toughned glass. (Area up to 0.75 sqm) including carriage of material within all leads and lifts and other incidentals.as per direction of Engineer-in-charge |
| 24 | Casement window double panel with top fixed with SS friction hinges 350x19x1.9 mm (three hundred fifty into nineteen into one point nine millimetre) made of frame 60x55 mm (sixty into fifty five millimetre) , sash 60x75 mm sixty into seventy five millimetre) & mullion 60x74 mm (sixty into seventy four millimetre), all having wall thickness of 2.2+-0.2 mm and single glazing bead 34x20 mm (thirty four into twenty millimetre) or appropriate dimensiom. ) Windows shall be provided with 6mm (six millimetre) thoughned glass (outside + 12 mm air gap + 5mm (inide clear toughned glass. (Area above 0.75 sqm & up to 2.50 sqm) including carriage of material within all leads and lifts and other incidentals.as per direction of Engineer-in-charge. |
| 25 | Providing and fixing 19 mm thick commercial board water proof shutter for cup boards including fixing with nickel plated piano hinges with screws etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 26 | Providing and fixing 19 mm thick commercial board water proof in shelves, lining, box for cup boards with butt joints fixed with nails and screws etc complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 27 | Providing and fixing 8 mm thick ply wood lining with butt jointing and nails (frame work and cover fillets to be measured and paid for separately complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 28 | Providing and fixing 1 mm thick coloured or plain laminated sheet (sunmica) on boards / ply wood sheets with approved adhesive and nails complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 29 | Providing and fixing square edged cover fillets (beading) 19 x 6 mm section including mitring at junction with wooden screws / nails etc complete of hard wood including carriage of material in all leads and lifts. |
| 30 | Providing and fixing PGI Sheet 0.63mm thick lining with butt jointing and nails with necessary scwews complete as per Architectural drawing. |
| 31 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. : 250mm x 10mm. |
| 32 | 200 X 10 mm |
| 33 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. :125mm. |
| 34 | 75 mm. |
| 35 | Providing and fixing aluminium sliding door bolts (Barrel type) anodized transparent or dyed to required shade and colour with bolts and nuts etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.:-300 X 16 mm |
| 36 | 250 X 16 mm. |
| 37 | Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. ccomplete including carriage of material in all leads and lifts as per direction of the Engineer in Charge:-.150 mm |
| 38 | Providing & fixing 115 mm M.S bright finished brass hasps and stapples (safety type)with necessary screws complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 39 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 40 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 41 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 42 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 19 mm thick complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 43 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 44 | Providing and laying vitrified floor tiles in different sizes 600x600/300x300 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 45 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x 600/300x300 mm. all complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 46 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to sq.m IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 47 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to sq.m IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.in Dado |
| 48 | Providing and laying Baroda Green marble stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 49 | Providing and fixing 2mm thick HOMOGENEOUS antistatic venyl Flooring plain or coloured, carbed or mosaic/metalled finish laid with approved adhesive on sub-floor (damp proofing treatment to be paid for separately) all complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 50 | Providing and fixing 12mm thick Glass Reinforced concrete cladding of approved shape and texture of unistone or its equivalent made from portland cement alkally resistance glass fibres, UV resistant synthetic inoraganic pigment combined with the range of chemical additives on exterior surface side as on faces of Arch masonry walls etc. 12mm. thick cement plaster 1:3(1cement:3sand) and jointed with cement slurry i/c scaffolding etc complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 51 | Providing and fixing 12mm thick Glass Reinforced concrete cladding of approved shape and texture of unistone or its equivalent made from portland cement alkally resistance glass fibres, UV resistant synthetic inoraganic pigment combined with the range of chemical additives on exterior surface side as on faces of Arch masonry walls etc. 12mm. thick cement plaster 1:3(1cement:3sand) and jointed with cement slurry i/c scaffolding etc complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 52 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge:-(i) 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 53 | Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or peasized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with :. complete as per design approved by Engineer-in-Charge. |
| 54 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.:- M.S. tube. |
| 55 | Providing and fixing M.S.round holding down or anchor bolts with nuts and washer plates complete. as per the direction of Engineer-in-Charge.and as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. |
| 56 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 57 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 58 | 6 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 59 | 12mm cement plaster on fair side of mix : 1:6 (1 cement: 6 fine sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 60 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 61 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 62 | Painting two coats(excluding priming coat)on new steel and other metals surfaces with enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matters:-Enamel paint other than white as per the direction of Engineer-in-Charge.and as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts |
| 63 | Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undecorated concrete/stone/plastered wall surfaces to give an even shadeincluding thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty a required for metling the surface as per the direction of Engineer-in-Charge.and as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. |
| 64 | Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undecorated concrete/stone/plastered wall surfaces to give an even shadeincluding thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty a required for metling the surface as per the direction of Engineer-in-Charge.and as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. |
| 65 | Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undecorated concrete/stone/plastered wall surfaces to give an even shadeincluding thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty a required for metling the surface as per the direction of Engineer-in-Charge.and as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. |
| 66 | Distempering (two coats)with bunti oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth priming coat with distemper primer as per the direction of Engineer-in-Charge.and as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. |
| 67 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 68 | Providing and laying Cement concrete drain with cement concrete 1:3:6 ( 1 cement : 3 Sand : 6 graded stone aggregate 20 mm nominal size) mechanically mixed in open mix ed in open surface drain with plinth protection having internal size 20 x 15 cm & (twenty into fifteen centimter) with side wall of 10 cm ( ten centimter) thick & inside plastering with CM 1:3 including earthwork & finished with floating coat of neat cement complete as per standard design as per HPPWD specifiction 1990 volume -1 (one) including carriage of all labour equipments and materials to various location through complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 69 | Providing and fixing 150 mm diar M.S. pipe embeded in CC. block 1:1.5:3 (40x40x40 cm.) including carriage of material in all leads and lifts as per direction of the Engineer in Charge. (Base plate and welding charges etc. measured and paid for seprately) |
| 70 | Providing and fixing 12mm thick Green chalk board (non-magnetic) of size 2.40x1.20 with superior quality framing specialy anodized aluminium profile 20x15mm with corners of black surface shall be non porus ceramic particles on the top green surface for smooth writing with chak over 11mm thick particle board which shall have baking materials of galvanised sheet 0.28mm thick approvimately. The board shall be fixed on the wall with specially designed J clump and square clumps with the help of nylone sleeves and screws as per site requirement.including carriage of all labour equipments and materials to various location through complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 71 | Providing & fixing GRC Screen of NTC/Unistone or DALAL tiles or its equivelent complete in all respect as per architectural drawing and as per the direction of Engineer-in -Charge |
| 72 | Providing and fixing 40x40 cm M.S. bracket of frame work 50x50mm & 20mmx20mm M.S. Hollow sections alongwith 12mmx12mm solid square bars in combination as per detail i/c carriage of materials within all leads, lifts and other incidentals as per directions of Engineer- in- Charge. |
| 73 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate including carriage of material within all leads and lifts as per direction of Engineer-in-charge |
| 74 | Providing and fixing precast reinforced cement concrete chamber cover with frame complete for man hole of internal dimension 300mm x300mm i/c carriage of materials within all leads, lifts and other incidentals. |
| 75 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 610x455 mm internal dimensions R.C.C. manhole cover with frame. including carriage of all labour equipments and materials to various location through complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge |
| 76 | Supplying and filling brocken/crushed stone aggregate chipping of hard stone of 40 mm size including carriage of all labour equipments and materials to various location through complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge |
| 77 | Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fitting with approved adhesive etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.:-110 mm dia. |
| 78 | Supplying and filling sand for dispertion trench as per direction of Engineer- in- charge including carriage of all labour equipments and materials to various location through complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge |
| 79 | Providing and fixing PVC cowl including carriage of materials within all leads and lifts.as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. |
| 80 | Providing and fixing PVC plain bend 110mm dia ISI marked including fixing with approved adhesive etc. complete as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. |
| 81 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to all level :In retaining wall etc.1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 20 mm nominal size)complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge |
| 82 | Providing weep holes in brick masonry/stone masonry/plain concrete/reinfoced concrete, abutment, wing walls with 100 mm dia PVC pipe extending through the full length with of the structure with the slope of I (V) : 20 (H) towards drawing face complete as per drawing and technical specifications complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 83 | Providing and fixing 20mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. External work |
| 84 | Providing and fixing 15 mm dia nominal bore G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall |
| 85 | 20 mm dia nominal bore. |
| 86 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. :25 to 40 mm nominal bore |
| 87 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. (cost of water meter and stop cock to be paid separately). |
| 88 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455mm x 610mm internal dimensions, total weight of cover with frame to be not less than 38kg (weight of cover 23kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design including carriage of material in all leads and lifts as per direction of the Engineer in Charge.: - Inside dimensions 455mm x 610mm and 45cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.50. |
| 89 | Providing and fixing Polyethelene-AluminiumPolyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer-incharge:- 1216 (16 mm OD) pipe. |
| 90 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 91 | Providing and fixing PVC floor traps ISI marked of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete including carriage of materials within all leads and lifts:-110mm x 90mm |
| 92 | 100 mm x 75 mm |
| 93 | Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fitting with approved adhesive etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.:-110mm dia. |
| 94 | 75 mm dia. |
| 95 | Providing and laying 150mm dia (to level or slopes) and jointing with approved adhesive high pressure PVC spigot and socket waste and ventilating pipe 150mm dia in trenches including carriage of materials within all leads and lifts. |
| 96 | Providing and fixing M.S holder bats including steel bolts to sand cast iron/cast (Spun) iron pipes embeded in and including cement concrete blocks 100 mm x 100 mmx100 mm of 1:2:4 mix including cost of cutting holder and making good the wall:- 75 mm dia/ size pipe |
| 97 | 110 mm dia/size pipe |
| 98 | Providing and fixing PVC single equal branch with oval access door, ISI marked insertion rubber washer 3mm thick bolts and nuts complete including fixing with approved adhesive etc. complete including carriage of materials within all leads and lifts:-150mm dia. |
| 99 | 110 mm dia |
| 100 | Providing and fixing PVC door bend with oval acces door, insertion rubber washer 3 mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete including carriage of materials within all leads and lifts:-150mm dia. |
| 101 | 110 mm dia |
| 102 | Providing and fixing PVC single equal branch with oval access door, ISI marked insertion rubber washer 3mm thick bolts and nuts complete including fixing with approved adhesive etc. complete including carriage of materials within all leads and lifts:-150mm dia. |
| 103 | 110 mm dia |
| 104 | Providing and fixing PVC collars ISI marked including fixing with approved adhesive etc. complete including carriage of materials within all leads and lifts:-75mm dia. |
| 105 | 110 mm dia |
| 106 | Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete including carriage of materials within all leads and lifts:-75mm dia |
| 107 | 110 mm dia |
| 108 | Providing and fixing PVC cowl including carriage of materials within all leads and lifts :-75mm dia. |
| 109 | 110 mm dia. |
| 110 | Providing and fixing PVC S & S off sets as per IS :1729:- 76mm off sets with 75mm dia pipe |
| 111 | With 100mm dia pipe |
| 112 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 113 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 114 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. :Flat back wash basin of size 630x450 mm |
| 115 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. ncluding carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 116 | Providing and fixing 8mm dia C.P/S.S. jet with flexible tube upto 1 metre long with S.S traingular plate to European type W.C of quality and make as approved by Engineer in Charge |
| 117 | Providing and fixing 150mm dia PVC 'P' or 'S' trap for water closet ( squatting pan) ISI marked including jointing the trap with the pan and PVC pipe with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge. |
| 118 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge :610x460 mm bowl depth 200mm. |
| 119 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. ncluding carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 120 | Providing and fixing white vitreous china divison plate including making all connections but excluding the coost of fittings: Flat back wash basin of size 700 x 340mm ncluding carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 121 | Providing and fixing 32mm dia G.I union for wash basin or sink including carriage of materials within all leads and lifts. |
| 122 | Providing and fixing C.P Brass S Trap for wash basin and sink 32mm dia ncluding carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 123 | Providing and fixing 32 mm dia PTMT bottle trap for wash basin or sink including carriage of materials within all leads and lifts. |
| 124 | Providing and fixing C.P. brass waste (heavy duty ISI marked IS:8931 & 8934) for wash basin or sink including carriage of materials within all leads and lifts 32 mm dia |
| 125 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia |
| 126 | Providing & fixing 110mm dia C.P. grating for floor or nahani / gully / floor trap including carriage of material within all leads and lifts. |
| 127 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 128 | Providing and fixing 600mm X 20mm size C.P. brass towel rail (heavy duty ISI marked IS:8931 & 8934) complete with C.P. brass brackets fixed to wooden plugs with C.P. brass screws including carriage of materials within all leads and lifts. |
| 129 | Providing and fixing 600mm x 120 mm glass shelf with C.P brass bracket and guard rail complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 130 | Providing and fixing charomium plated brass soap dish with C.P. brass brackets fixed to wooden cleats with C.P. brass screws including carriage of materials within all leads and lifts. |
| 131 | Providing and fixing 15mm dia CP brass bib tap of (heavy duty ISI marked IS:8931 & 8934) including carriage of materials within all leads and lifts. |
| 132 | Providing and fixing 15mm dia CP brass pillar tap of jaquar with capstan head (heavy duty ISI marked IS:8931 & 8934) including carriage of materials within all leads and lifts. |
| 133 | Providing and fixing 15mm dia C.P.brass angle valve of jaquar with flange (heavy duty ISI marked IS:8931 & 8934) including carriage of materials within all leads and lifts. |
| 134 | Providing and fixing 15mm dia C.P brass stop cocks including carriage of materials within all leads and lifts:- |
| 135 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour:-15 mm nominal bore with 45cm length. ncluding carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 136 | Providing and fixing brass full way valve with wheel including carriage of materials within all leads and lifts :-15mm nominal bore. |
| 137 | 20 mm nominal bore |
| 138 | Providing and fixing PTMT, push cock of approved quality and colour. 15 mm nominal bore, 98 mm long, weighing not less than 75 gms ncluding carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 139 | Providing and instalation Electric Pump 2HP Complete including carriage of meterials in all leads and lifts. |
| 140 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 141 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120cm x 90cm and 90cm deep including C.I. cover with frame (medium duty) 500mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.50 complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 142 | Providing and laying cement concrete 1:4:8 (1 Cement : 4 Sand : 8 graded stone aggregate 40mm nominal size ) bedding for stoneware pipes of the following internal diameters, necessary form work and curing complete including carriage of materials within all leads and lifts:- 150mm. |
| 143 | Providing and laying cement concrete 1:4:8 (one cement : four sand : eight Graded stone aggregate 25mm (twenty five milimeter) nominal size) mechanically mixed, vibrated and curing complete excluding cost of form work in footing bed concrete in breast and retaining walls etc. as per the direction of Engineer-in-Charge.and as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. |
| 144 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in sub structure above plinth level up to floor V level in all shapes and sizes in : in Cement mortar 1:6 (1 cement : 6coarse sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. |
| 145 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in sub structure above plinth level up to floor V level in all shapes and sizes in : in Cement mortar 1:6 (1 cement : 6coarse sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. Please Enable Macros to View BoQ information |
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