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| 1 | Sub Head -I Jungle Clearances |
| 2 | Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)\ (I) By Manual Means:-A) In area of light jungle |
| 3 | B) In area of thorny jungle |
| 4 | Sub Head -II Approach Road |
| 5 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 6 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) |
| 7 | Sub Head -III Car Parking |
| 8 | Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. |
| 9 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 10 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401For Grading-II Material |
| 11 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.A By Manual MeansGrading III |
| 12 | 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.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern |
| 13 | Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 14 | Sub Head -IV Site Development |
| 15 | Excavation in Soil with Dozer with lead upto 100 metres ( Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 16 | Sub Head -V Boundary Wall |
| 17 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not mor than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 18 | Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : Foundations and plinth. |
| 19 | Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : Foundations and plinth.a) Foundation and plinth |
| 20 | Reinforcement of RCC work including bending, binding and placing in position complete.Tar/TMT steel |
| 21 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring, shuttering & reinforcement.c) M-20 (1 Cement: 1.5 course sand : 3 stone aggregate 20mm nominal size. |
| 22 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring, shuttering & reinforcement.b) M-20 (1 Cement: 1.5 course sand : 3 stone aggregate 20mm nominal size. |
| 23 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 24 | b) Lintels, beams, girders, bressumers and cantilevers etc. |
| 25 | c) Column, pillars, posts and struts etc. |
| 26 | Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 4 (1 cement : 4fine sand) in superstructure. |
| 27 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 28 | Sub Head -VI MS GATE |
| 29 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by of 50 mtr when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead 50 m. |
| 30 | Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : Foundations and plinth. |
| 31 | Centering and shuttering including strutting, propping etc and removal of form work for : Foundation, footings, bases of columns etc. and mass concrete. |
| 32 | Columns pillar, post & struts etc. |
| 33 | Lintles, Beams, girders, bresumers and cantlivers etc. |
| 34 | Reinforcement of RCC work including bending, binding and placing in positioncomplete.a) Mild steel and medium tensile steel bars |
| 35 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : M-20 (1 Cement : 1.5 Course sand : 3 stone aggregate 20 mm nominal size) |
| 36 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M-20 (1 Cement : 1.5 Course sand : 3 stone aggregate 20 mm nominal size) |
| 37 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. M-20 (1 Cement : 1.5 Course sand : 3 stone aggregate 20 mm nominal size) |
| 38 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 39 | Supply of M.S. Steel Gate of size 4 x 2.400 Mtr. |
| 40 | Sub Head -VII FATO SURFACE |
| 41 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401).(i) for grading- I Material. |
| 42 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 43 | (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. ) |
| 44 | Painting two or more coats with enamel paint of approved brand and manufacture in any shade on new work to give an even shade. |
| 45 | Providing of Wind sock with poles complete including erecting in the deginated location as per site requirement. |
| 46 | Sub Head -VIII HELIPAD MAIN BUILDING |
| 47 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30cm size, saturated soil and rock), lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returing the stacked soil in 15cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 48 | Re-filling excavated earth in foundations and plinth etc. in 15cm layer including ramming and watering etc. complete. |
| 49 | Providing and laying in foundations and plinth cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) excluding the cost of centring and shuttering. |
| 50 | Providing and laying damp proof course 38mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size) |
| 51 | Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers. |
| 52 | Applying a coat of hot bitumen (mashphalte 80/100 or equivalent) using 1.70 kg. per sqm. on damp proof course after cleaing the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 53 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in: M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20mm nominal size) |
| 54 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement : 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding cost of centring, shuttering and reinforcement. a. M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20mm nominal size). |
| 55 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 56 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/ TMT steel |
| 57 | Centring and shuttering including strutting, propping etc. and removal of form work for: Foundation, footings, bases of columns etc. and mass concrete. |
| 58 | Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5m height) |
| 59 | Lintels, beams, girders, bressumers and cantilevers etc. |
| 60 | Column, pillars, posts and struts etc. |
| 61 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 62 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 63 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1cement: 4 coarse sand) in foundation and plinth. |
| 64 | Lime concrete terracing on roofs average thickness 10 cm laid to fall with 25 mm gauge brick ballast and 50% mortar consisting of 1lime putty and 2 surki finished with gur and belgiri treatment complete. |
| 65 | Grading Roof for water proofing treatment with: Cement Concrete with 20mm nominal size brick aggregare & 50% lime mortar 1:2 (1 lime putty :2 surkhi) |
| 66 | Providing gola 75 x 75 mm in cement concrete 1:2;4 ( 1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1 : 3 ( 1 cement : 3 fine sand) as per standard design : |
| 67 | Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown or/ and residual bitumen applied hot @ 1.45kg per sqm. of area for each courese, second course of roofing felt type-3 grade-1 (hessian base self finished bitumen felt) and fourth and final course of stone grit 6mm and down size or pea size gravel spread at 6 Cu.dm. per sqm. including preparation of surface excluding grading complete. |
| 68 | Providing and fixing on wall face C.I Rain water pipes including filling the joints with spun yarn soaked in neat cement slurry & cement mortar 1:2.100 mm diameter |
| 69 | Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10mm x 10cm x 10cm of 1:2:4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc. 100 mm diameter |
| 70 | Providing and fixing on wall face C.I. accessories for rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) b)- CI Plain Bend-100mm dia |
| 71 | Making khurras 45 x 45 cm with avg. minimum thickness of 5 cm cement concrete 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1 mm x 1 m x 400 micron, finished with 12 mm cement plaster 1 : 3 ( 1 cement : 3 coarse sand) and finishing the outlet complete as per drawing. |
| 72 | Providing and Fixing 15 mm thick densified tegular edged eco friendlylight weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint,for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. |
| 73 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's 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) including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 60x60 cm refer carpet area calculation |
| 74 | SKIRTING : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 12mm thick cement mortar 1:3 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x600 mm |
| 75 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete |
| 76 | Providing and fixing 1 st quality ceramic glazed wall tiles confirming to IS: 15622 ( thickness to be specified by manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any sizes 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 joining with grey cement slurry @3.30kg per sqm including pointing with white cement mixed with pigment of matching shade complete. |
| 77 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixedwith matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of area more than 0.50 sqm |
| 78 | 12 mm thk cement plaster 1: 4( 1 cement : 4 coarse sand) on walls. |
| 79 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement :4 fine sand) |
| 80 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 81 | Finishing walls with water proofing cement paint of required shade : |
| 82 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 83 | Varnishing (Two or more coats) with superior quality spar varnish of approved brand & manufecture on new work including an undercoat of flatting varnish with glue sizing |
| 84 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/ neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately) :Polyester coated aluminium (minimum thickness of powder coating 50 micron). |
| 85 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately).Polyester coated aluminium (minimum thickness of powder coating 50 micron). |
| 86 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-incharge. (Cost of aluminium snap beadingshall be paid in basic item)With float glass panes of 5.5 mm thickness. |
| 87 | Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-incharge complete.255 X 19 mm. |
| 88 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/stainless steel screws @200mm centre to centre , including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section arcound the opening, all complete as per requirement and direction of Engineer-in-charge.(Only weight of grill to be measured for payment) |
| 89 | DSR-25.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, |
| 90 | Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in-Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).“(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 91 | Providing approved best local wood ( Class-B II) work in frames of doors , windows clerestory windows and other frames , wrought framed and fixed in position.(623.00 per Ten Cudm) |
| 92 | Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. a) 40mm thick including anodized aluminum butt hinges with necessary screws. |
| 93 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size). |
| 94 | Providing and fixing aluminum handles anodised transparent or dyed to required color or shade with necessary screws etc complete. 125 mm |
| 95 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.a) 300 x 10 mm |
| 96 | Providing and fixing aluminum door bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.a) 300 x 16 mm |
| 97 | Providing and fixing 50 cm long aluminum kicking plate 100x3.15mm anodised, transparent or dyed to required color or shade with necessary screws etc. complete. |
| 98 | Providing and fixing chromium plated finished 100mm mortice latch and lock with 6 levers and a pair of CP handles with necessary screws etc. |
| 99 | Providing and fixing aluminium floor door stopper anodised ( anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws, etc. complete.a) Twin rubber stoper (Except Toilet doors)-D3 |
| 100 | Sub Head -IX SANITATION & PLUMBING |
| 101 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid,10 litre low level white vitreous china flushing cistern & C.P flush bend with fitting & C.I brackets,40mm flush bend,overflow arrangement with special of standard make and mosquito proof coupling of approved municipal design complete including painting of fitting and bracketss,cutting and making good the walls and floors wherever required.W.C pan with ISI marked white solid plastic seat and lid. |
| 102 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required.b) Range of two urinals with 10 Litre CI automatic flushing cistern |
| 103 | Providing and fixing white vitreous china wash basin with C.I./M.S. brackets, 15 mm CP brass pillar taps, 32 mm CP brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :Flat back wash basin size 550x450 mm with a single 15 mm CP pillar tap |
| 104 | Providing and fixing CP Brass or MI trap for wash basin and sinks. 32 mm dia |
| 105 | Providing and fixing rubber plug for sink or wash basin. |
| 106 | Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with CP brass screws and washers. |
| 107 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste & vent pipes. 100 mm dia |
| 108 | Providing and fixing sand cast iron heel rest sanitary bend.100 mm |
| 109 | Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100 x100x100 mm |
| 110 | Providing and fixing sand cast iron trap of self cleaning design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors.100 mm inlet and 100 mm outlet |
| 111 | Painting sand cast iron soil spun soil waste vent pipes and fittings with paint of any color such as chocolate, grey or buff etc over a coat of primer (of approved quality) for new work.100 mm diameter pipe |
| 112 | Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good the walls etc. (internal work)20 mm dia nominal bore |
| 113 | 25 mm dia nominal bore |
| 114 | 32 mm dia nominal bore |
| 115 | Painting GI Pipes & fittings with 2 coats of anti-corrosive bitumastic paint of approved quality.20 mm dia nominal bore |
| 116 | 25 mm dia nominal bore |
| 117 | 32 mm dia nominal bore |
| 118 | Providing and fixing brass full way valve with wheel of approved quality.32 mm nominal bore |
| 119 | Providing and fixing brass stop cock of approved quality complete25 mm nominal bore |
| 120 | Providing and placing on terrace ( at all floor levels ) polyethylene water storage tank of approved brand and manufacture 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. |
| 121 | Providing and fixing CP brass bib cock of approved quality conforming to IS : 893115 mm Nominal bore |
| 122 | Providing and fixing brass stop cock of approved quality.15 mm Nominal bore |
| 123 | Providing and fixing CP brass angle valve for basin mixer and gyser points of approved quality conforming to IS : 893115 mm Nominal bore |
| 124 | Providing and fixing PVC Connection pipe with brass union45 cm length, 15mm nominal bore |
| 125 | Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.100 mm |
| 126 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design.100 mm |
| 127 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1: 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
| 128 | Providing and fixing square mouth SW gully trap class SP-1 complete with CI grating brick masonry chamber and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg. as per standard design.180x150mm size P type, With common burnt clay FPS(non modular) bricks of class designation 7.5. |
| 129 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 130 | Sub Head -X SEPTIC TANK |
| 131 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 132 | Cement Treated Soil Sub Base/ Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base |
| 133 | Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : Foundations and plinth. |
| 134 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 135 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 136 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 137 | Reinforcement of RCC work including straightening, cutting, bending, placing in position and binding all complete.b) TMT Steel |
| 138 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 139 | 15 mm cement plaster 1 : 5 (1 cement : 5 fine sand) on the rough side of single or half brick wall. |
| 140 | Neat Cement Punning |
| 141 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1: 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
| 142 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standarddesign. Please Enable Macros to View BoQ information |
