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| 1 | Cleaning Jungle including uprooting of rank vegetation grass, bush, wood trees and saplings of girth upto 30 cm measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 100 metres outside the periphery of area cleared. |
| 2 | EarthworkEarth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. 2.6.1 All kinds of soil |
| 3 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles |
| 4 | Pile Work(a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand.. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 6 | CONCRETE WORKConcrete with 2 cm gauge stone ballast and coarse sand of and cement in proportion and cement in proportion of 6:3:1 in foundation and under floors, including suply of all material, labour & T&P etc. required for proper completion of the work. |
| 7 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 ( Part II 1981 ) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordancewill be used. The rate of application of chemical emulsion shallbe as follows : (1 Treatment for masonary & foundation 5 liters pe r/ 100 Sqm. (2) Back fill in immediate contact with foundation 7.5 liters / 100 Sqm. (3) Treatment of top surface of plinth filling 5 liters / 100 Sqm. (4)Treatment junction of wall and the floor 7.5 liters / 100 Sqm. (5)Treatment of soil along external perimeter of building 7.5liters / 10 Sqm. (6) Treatment of soil under apron along external perimter 5 liters / 100 Sqm. |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, portland/pozzolona/ordinary portland/ portland slag cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght including pumping of concrete to site of laying, curing, carriage for all leads but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of engineer-in-charge Concrete of M25 grade with minimum cement 350kg/cum only footings |
| 9 | Same as above item but for M25 grade concrete with minimum cement of 330kg/cum. Upto plinth |
| 10 | Same as above item but for M25 grade concrete with minimum cement of 350kg/cum. For Super structure columns |
| 11 | Same as above item but for M25 grade concrete with minimum cement of 330kg/cum. For rest Super structure |
| 12 | For lintel beams |
| 13 | STEELThermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. (Make TATA/JINDAL/SAIL or Approved by Enc.) |
| 14 | SHUTTERINGCentering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 15 | Suspended floors, roofs, landings, balconies and access platform |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 18 | BRICKWORKFirst class brick work in 1:6 cement and COARSE sand of mortar in foundation plinth including supply of all materials, labour and T&P etc. required for proper completion of work. 9\\" brick work |
| 19 | First class brick work in 1:6 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. 9\\" thick wrick work |
| 20 | First class brick work in 1:4 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. Half thick wrick work |
| 21 | FLOORING Providing and laying vitrified floor tiles in different sizes (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.Size of Tile 600x600 mm |
| 22 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except 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 pigments etc., complete. |
| 23 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : |
| 24 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineerin-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. |
| 25 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:With average bhickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 26 | PLASTER AND FINISHNG12 mm cement plaster (1 Cement:3Coarse Sand) in single coat on fair side of single or half brick wall for interrior plastering includign arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in girth and finished even and smooth. As per SI 10 |
| 27 | 15 mm cement plaster (1 Cement:3Coarse Sand) in single coat on fair side of single or half brick wall for interrior plastering includign arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in girth and finished even and smooth. As per SI 10 |
| 28 | 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 |
| 29 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 30 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 31 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). As per SI 13.47.1 |
| 32 | MS doors and windowsProviding and fixing M.S. grll of required patiem in frames of windows ctc. with M.S. flts, square or round bars etc. including priming coat with approved steel primer all complete [Fixed to steel windows by welding |
| 33 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 34 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces |
| 35 | Painting two coats over priming coat on steel & other metal surfaces up to 10 cm width or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work. |
| 36 | Shed for kitchen area |
| 37 | Steel work in built up sections/framed work, including cutting, hoisting , fixing in position and polishing the surface as required |
| 38 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 39 | SUB HEAD - I - (SANITARY FIXTURES & C.P. BRASS FITTING)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 fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid |
| 40 | Providing and fixing white vitreous china water closet squatting pan (Indian type) |
| 41 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 17.18.1 10 litre capacity - White |
| 42 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 43 | Providing and fixing kitchen sink including making all connections excluding cost of fittings. 17.26.1 White glazed fire clay sink of size 600x450x250 mmKitchen sink with drain board |
| 44 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. urinal basin of 430x260x350 mm or 340x410x265 mm sizes |
| 45 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40 mm dia |
| 46 | Providing and fixing 600 x 450mm 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 in all respect. |
| 47 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 48 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore |
| 49 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore |
| 50 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore |
| 51 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -charge. |
| 52 | Providing and fixing toilet paper holder C.P. brass |
| 53 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. |
| 54 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. (a) 15mm nominal bore |
| 55 | SUB HEAD - II - (SOIL, WASTE, RAIN WATER AND VENT PIPES)RAIN WATER DRAINAGE WORKProviding and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 110 mm dia |
| 56 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Coupler 110 mm |
| 57 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Single tee with door 110x110x110 mm |
| 58 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Single tee without door 110x110x110 mm |
| 59 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Bend 87.5 degree 110mm bend |
| 60 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Shoe (Plain) 110mm shoe |
| 61 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 62 | Making khurras 45x45 cm with average 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 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 63 | UPVC SWR SOIL, WASTE & VENT PIPES AND FITTINGSCutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof |
| 64 | Supply and fixing of UPVC S.W.R. pipe Nahni Trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. |
| 65 | SUB HEAD - III - (WATER SUPPLY)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm dia nominal bore |
| 66 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall / Terrace 20 mm dia nominal bore |
| 67 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall / Terrace 25 mm dia nominal bore |
| 68 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall / Terrace 32 mm dia nominal bore |
| 69 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & Brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.40 mm nominal dia Pipes |
| 70 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20mm dia nominal bore |
| 71 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25mm dia nominal bore |
| 72 | Providing and fixing gun metal gate valve with wheel of approved quality. 40mm dia nominal bore |
| 73 | 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.1000 liter tank |
| 74 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 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: 150x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 75 | 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 20 mm 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 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 |
| 76 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 77 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 78 | SOAK PIT Earth work in exacavation in trenches for foundations land for pipes cables etc. in ordinary soil (loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m |
| 79 | Providing and laying Cement concrete 1:4:8 (1cement :4 Coarse sand :8 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. |
| 80 | Class-150 brick work in 1:6 cement and Fine sand mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. |
| 81 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, ordinary portland cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght including pumping of concrete to site of laying, curing, carriage for all leads but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of engineer-in-charge Concrete of M25 grade with minimum cement 330kg/cum |
| 82 | Reinforcement for R.C.C. work @ 0.8% |
| 83 | Providing & Filling of O.B. brick ballast 25 mm to 40 mm size inside of upper layer in soak pit. |
| 84 | (SEPTIC TANK)Earth work in exacavation in trenches for foundations land for pipes cables etc. in ordinary soil (loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m |
| 85 | Extra Additional Lead & lift 1.5m to 3.0m. For Septic Tank |
| 86 | Providing and laying Cement concrete 1:4:8 (1cement :4 Coarse sand :8 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. |
| 87 | RCC M 25 in Raft |
| 88 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, ordinary portland cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght including pumping of concrete to site of laying, curing, carriage for all leads but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of engineer-in-charge Concrete of M25 grade with minimum cement 330kg/cum |
| 89 | M.S/ Iron in R.C.C. |
| 90 | Class-150 brick work in 1:6 cement and Fine sand mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. |
| 91 | C.C. floor 1:2:4 40 mm thick SOR 605 |
| 92 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 93 | Foot Step (5 kg/sqm.) (DSR 19.15.1) |
| 94 | C.I. Pipe (100 mm dia) (DSR 17.35.1.2) |
| 95 | C.I.cowel. (DSR 17.56.1.2) |
| 96 | C.I. plain bend (DSR 17.39.1.2) |
| 97 | C.I. single equal plain junction (DSR 17.44.1.2) |
| 98 | Supplying and fixing C.I. cover without frame 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg |
| 99 | BOUNDARY WALL FOR C / C 2.450 MTREarth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil ( loan clay or sand ) including lift upto 1.5 Mtr and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50 Mtr . |
| 100 | (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. |
| 101 | Providing and laying in Cement concrete 1 : 4 : 8 ( 1 Cement : 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size ) and curing complete, including cost of form - work,in foundation and floors . |
| 102 | R. C. C. work with Cement approved Coarse Sand and 2 cm. ( 3/4\\" ) guage approved Stone Grit in the proportion 1 : 1.5 ; 3 ( 1 Cement : 1.5 Coarse Sand : 3 Stone Grit ) excluding supply ofreinforcement & its bending the same with 24 B W.G. binding wire & necessarry centering & shuttering etc & also including supply of all materials labours & tool & plants etc required for proper completion of work. R. C. C. In 1 : 1.5 : 3 in band |
| 103 | Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. (Make TATA/JINDAL/SAIL or Approved by Enc.) |
| 104 | First class brick work in 1:4 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. Half thick wrick work |
| 105 | 12 mm Cement plaster in single coat on fair side of single or half brick wall for interior upto floor two level including internal rounded edges chamfers and or rounded angles not exceeding 80mm in girth and finished even & smooth. No extra for mixing any additive (1) 1 Cement : 6 coarse sand analysis |
| 106 | Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as per |
| 107 | APRON DRAIN 200 MM X 150 MMExcavation in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m.from foundation trenches. DSR-2.6.1 |
| 108 | P.C.C. in 1 : 4 : 8 with cement, coarse sand & 40 mm gauge stone ballast DSR-4.1.8 |
| 109 | Brick work in foundation in 1 : 6 cement & coarse sand DSR-5.3 |
| 110 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster |
| 111 | 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) with 20 mm nominal size stone aggregate finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. DSR-11.3.1 Please Enable Macros to View BoQ information |