3912915 | 150913 | None | BOQ1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.
In all kinds of soils Depth upto 1.5 m | Cum | 266.2 | 266.2 | 79.0 | False | None | None | False | None | False | 21029.8 | 0 |
3912916 | 150913 | None | BOQ2 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.
Depth exceeding 1.5m, but not exceeding 3 m | Cum | 284.9 | 284.9 | 5.0 | False | None | None | False | None | False | 1424.5 | 0 |
3912917 | 150913 | None | BOQ3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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. | Cum | 292.6 | 292.6 | 51.0 | False | None | None | False | None | False | 14922.6 | 0 |
3912918 | 150913 | None | BOQ4 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 93.5 | 93.5 | 28.0 | False | None | None | False | None | False | 2618.0 | 0 |
3912919 | 150913 | None | BOQ5 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 521.4 | 521.4 | 36.0 | False | None | None | False | None | False | 18770.4 | 0 |
3912920 | 150913 | None | BOQ6 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. | Sqm | 129.8 | 129.8 | 95.15 | False | None | None | False | None | False | 12350.47 | 0 |
3912921 | 150913 | None | BOQ7 | Concrete, Formwork & reinforcement
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.
Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6230.4 | 6230.4 | 24.0 | False | None | None | False | None | False | 149529.6 | 0 |
3912922 | 150913 | None | BOQ8 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.
Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates
a) Ground Floor | Cum | 6838.7 | 6838.7 | 5.0 | False | None | None | False | None | False | 34193.5 | 0 |
3912923 | 150913 | None | BOQ9 | b) First floor | Cum | 6907.09 | 6907.09 | 0.1 | False | None | None | False | None | False | 690.709 | 0 |
3912924 | 150913 | None | BOQ10 | c) Second Floor | Cum | 6975.47 | 6975.47 | 0.1 | False | None | None | False | None | False | 697.547 | 0 |
3912925 | 150913 | None | BOQ11 | Terrace Floor | Cum | 7043.86 | 7043.86 | 0.5 | False | None | None | False | None | False | 3521.93 | 0 |
3912926 | 150913 | None | BOQ12 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6969.6 | 6969.6 | 23.0 | False | None | None | False | None | False | 160300.8 | 0 |
3912927 | 150913 | None | BOQ13 | Addtionalities for Form Work for Isolated Footing | Cum | 557.57 | 557.57 | 9.45 | False | None | None | False | None | False | 5269.0365 | 0 |
3912928 | 150913 | None | BOQ14 | Addtionalities for Form Work for Combined Footing | Cum | 209.09 | 209.09 | 6.528 | False | None | None | False | None | False | 1364.93952 | 0 |
3912929 | 150913 | None | BOQ15 | Addtionalities for Form Work for Columns Upto Plinth Beam | Cum | 4878.72 | 4878.72 | 2.12 | False | None | None | False | None | False | 10342.8864 | 0 |
3912930 | 150913 | None | BOQ16 | Addtionalities for Form Work for Plinth Beam | Cum | 3484.8 | 3484.8 | 5.27 | False | None | None | False | None | False | 18364.896 | 0 |
3912931 | 150913 | None | BOQ17 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7128.0 | 7128.0 | 10.0 | False | None | None | False | None | False | 71280.0 | 0 |
3912932 | 150913 | None | BOQ18 | Addtionalities for Form Work for Wall | Cum | 712.8 | 712.8 | 10.0 | False | None | None | False | None | False | 7128.0 | 0 |
3912933 | 150913 | None | BOQ19 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
a) Ground Floor | Cum | 7527.3 | 7527.3 | 25.0 | False | None | None | False | None | False | 188182.5 | 0 |
3912934 | 150913 | None | BOQ20 | b) FirstFloor | Cum | 7602.57 | 7602.57 | 25.0 | False | None | None | False | None | False | 190064.25 | 0 |
3912935 | 150913 | None | BOQ21 | Second floor | Cum | 7677.85 | 7677.85 | 25.0 | False | None | None | False | None | False | 191946.25 | 0 |
3912936 | 150913 | None | BOQ22 | c) Terrace Floor | Cum | 7753.12 | 7753.12 | 12.0 | False | None | None | False | None | False | 93037.44 | 0 |
3912937 | 150913 | None | BOQ23 | Addtionalities for Form Work for Columns - Ground Floor | Cum | 5269.11 | 5269.11 | 3.1185 | False | None | None | False | None | False | 16431.719535 | 0 |
3912938 | 150913 | None | BOQ24 | Addtionalities for Form Work for Columns - First Floor | Cum | 5321.8 | 5321.8 | 3.1185 | False | None | None | False | None | False | 16596.0333 | 0 |
3912939 | 150913 | None | BOQ25 | Addtionalities for Form Work for Columns - Second Floor | Cum | 5374.49 | 5374.49 | 3.1185 | False | None | None | False | None | False | 16760.347065 | 0 |
3912940 | 150913 | None | BOQ26 | Addtionalities for Form Work for Columns - Terrace Floor | Cum | 5427.18 | 5427.18 | 1.51 | False | None | None | False | None | False | 8195.0418 | 0 |
3912941 | 150913 | None | BOQ27 | Addtionalities for Form Work for Roof Beam, Lintel Beam -Ground Floor | Cum | 4516.38 | 4516.38 | 5.44 | False | None | None | False | None | False | 24569.1072 | 0 |
3912942 | 150913 | None | BOQ28 | Addtionalities for Form Work for Roof Beam, Lintel Beam - First Floor | Cum | 4561.54 | 4561.54 | 5.44 | False | None | None | False | None | False | 24814.7776 | 0 |
3912943 | 150913 | None | BOQ29 | Addtionalities for Form Work for Roof Beam, Lintel Beam - Second Floor | Cum | 4606.71 | 4606.71 | 5.44 | False | None | None | False | None | False | 25060.5024 | 0 |
3912944 | 150913 | None | BOQ30 | Addtionalities for Form Work for Roof Beam, Lintel Beam - Terrace Floor | Cum | 4651.87 | 4651.87 | 3.08 | False | None | None | False | None | False | 14327.7596 | 0 |
3912945 | 150913 | None | BOQ31 | Addtionalities for Form Work for Roof Slab- Ground Floor | Cum | 3763.65 | 3763.65 | 12.0015 | False | None | None | False | None | False | 45169.445475 | 0 |
3912946 | 150913 | None | BOQ32 | Addtionalities for Form Work for Roof Slab - First Floor | Cum | 3801.29 | 3801.29 | 12.0015 | False | None | None | False | None | False | 45621.181935 | 0 |
3912947 | 150913 | None | BOQ33 | Addtionalities for Form Work for Roof Slab -Second Floor | Cum | 3838.92 | 3838.92 | 12.0015 | False | None | None | False | None | False | 46072.79838 | 0 |
3912948 | 150913 | None | BOQ34 | Addtionalities for Form Work for Roof Slab - Terrace Floor | Cum | 3876.56 | 3876.56 | 7.0155 | False | None | None | False | None | False | 27196.00668 | 0 |
3912949 | 150913 | None | BOQ35 | Addtionalities for Form Work for Chajja Ground Floor | Cum | 3387.29 | 3387.29 | 0.4488 | False | None | None | False | None | False | 1520.215752 | 0 |
3912950 | 150913 | None | BOQ36 | Addtionalities for Form Work for Chajja First Floor | Cum | 3421.16 | 3421.16 | 0.53 | False | None | None | False | None | False | 1813.2148 | 0 |
3912951 | 150913 | None | BOQ37 | Addtionalities for Form Work for Chajja Second Floor | Cum | 3455.03 | 3455.03 | 0.53 | False | None | None | False | None | False | 1831.1659 | 0 |
3912952 | 150913 | None | BOQ38 | Addtionalities for Form Work for Staircase Ground Floor | Cum | 3763.65 | 3763.65 | 3.34 | False | None | None | False | None | False | 12570.591 | 0 |
3912953 | 150913 | None | BOQ39 | Addtionalities for Form Work for Staircase First Floor | Cum | 3801.29 | 3801.29 | 3.34 | False | None | None | False | None | False | 12696.3086 | 0 |
3912954 | 150913 | None | BOQ40 | Addtionalities for Form Work for Staircase Second Floor | Cum | 3838.92 | 3838.92 | 3.34 | False | None | None | False | None | False | 12821.9928 | 0 |
3912955 | 150913 | None | BOQ41 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
A) Ground floor | Kgs | 98.4 | 98.4 | 5700.0 | False | None | None | False | None | False | 560880.0 | 0 |
3912956 | 150913 | None | BOQ42 | b) First Floor | Kgs | 108.24 | 108.24 | 3600.0 | False | None | None | False | None | False | 389664.0 | 0 |
3912957 | 150913 | None | BOQ43 | c) Second Floor | Kgs | 108.24 | 108.24 | 3600.0 | False | None | None | False | None | False | 389664.0 | 0 |
3912958 | 150913 | None | BOQ44 | c) terrace Floor | Kgs | 108.24 | 108.24 | 1600.0 | False | None | None | False | None | False | 173184.0 | 0 |
3912959 | 150913 | None | BOQ45 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.
a) Ground floor | Sqm | 1441.0 | 1441.0 | 76.0 | False | None | None | False | None | False | 109516.0 | 0 |
3912960 | 150913 | None | BOQ46 | b) First floor | Sqm | 1455.41 | 1455.41 | 73.0 | False | None | None | False | None | False | 106244.93 | 0 |
3912961 | 150913 | None | BOQ47 | C) Second floor | Sqm | 1469.82 | 1469.82 | 75.0 | False | None | None | False | None | False | 110236.5 | 0 |
3912962 | 150913 | None | BOQ48 | c) Terrace Floor | Sqm | 1484.23 | 1484.23 | 50.0 | False | None | None | False | None | False | 74211.5 | 0 |
3912963 | 150913 | None | BOQ49 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc.
Ground floor | Kg | 201.3 | 201.3 | 227.0 | False | None | None | False | None | False | 45695.1 | 0 |
3912964 | 150913 | None | BOQ50 | first floor | Kg | 203.31 | 203.31 | 227.0 | False | None | None | False | None | False | 46151.37 | 0 |
3912965 | 150913 | None | BOQ51 | Second floor | Kg | 205.33 | 205.33 | 227.0 | False | None | None | False | None | False | 46609.91 | 0 |
3912966 | 150913 | None | BOQ52 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mmx 58mm. Coextruded Glazing bead for fixing of glass shall be of size20mm x 24 mm. Windows shall be provided with 6mm plain float glass,standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 7407.4 | 7407.4 | 11.0 | False | None | None | False | None | False | 81481.4 | 0 |
3912967 | 150913 | None | BOQ53 | b) first floor | Sqm | 7481.47 | 7481.47 | 11.0 | False | None | None | False | None | False | 82296.17 | 0 |
3912968 | 150913 | None | BOQ54 | Second floor | Sqm | 7555.55 | 7555.55 | 11.0 | False | None | None | False | None | False | 83111.05 | 0 |
3912969 | 150913 | None | BOQ55 | 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.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 621.5 | 621.5 | 123.0 | False | None | None | False | None | False | 76444.5 | 0 |
3912970 | 150913 | None | BOQ56 | b) first floor | Kg | 627.72 | 627.72 | 135.0 | False | None | None | False | None | False | 84742.2 | 0 |
3912971 | 150913 | None | BOQ57 | Second floor | Kg | 633.93 | 633.93 | 135.0 | False | None | None | False | None | False | 85580.55 | 0 |
3912972 | 150913 | None | BOQ58 | Terrace Floor | Kg | 640.15 | 640.15 | 36.0 | False | None | None | False | None | False | 23045.4 | 0 |
3912973 | 150913 | None | BOQ59 | Providing, fabricating and fixing of stick type structural glazing using Alluminium Extrusions of 63.5 mm x 58.00 mmx 2.25 mm of 1.73 kgs/ mtr for vertical and Horizontal members and 63.5 mm x 38.1 x 1.33 mm of 0.759 kg/Mtr, as outer frame with Electro Anodized Paint coated block finishing, using 6mm thick imported glass reflective hard coatedocean blue raw glass with all necessary accesories like ultra glass Silicon sealant of Space tape, Masking tape, Galvanized Anchaor bolt, machine screws, 6mm thick M.S. angle 50mm x 150mm x 6mm M.S. Galvanized L Brackets, structural sealent setting clocks, fasteners, wall connection etc., complete. | Sqm | 7320.5 | 7320.5 | 14.0 | False | None | None | False | None | False | 102487.0 | 0 |
3912974 | 150913 | None | BOQ60 | first floor | Sqm | 7327.1 | 7327.1 | 23.0 | False | None | None | False | None | False | 168523.3 | 0 |
3912975 | 150913 | None | BOQ61 | Second floor | Sqm | 7333.7 | 7333.7 | 23.0 | False | None | None | False | None | False | 168675.1 | 0 |
3912976 | 150913 | None | BOQ62 | Terrace Floor | Sqm | 7340.3 | 7340.3 | 18.0 | False | None | None | False | None | False | 132125.4 | 0 |
3912977 | 150913 | None | BOQ63 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia
steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 9103.6 | 9103.6 | 9.0 | False | None | None | False | None | False | 81932.4 | 0 |
3912978 | 150913 | None | BOQ64 | Providing and fixing Double shutter glass door of 12mm thick frosted toughened glass of approved make. The door is fixed by using any approved make hardware fitting like patch fitting, pivot, floor machine, locking arrangements and suitable SS door rails with floral glass etching for 113 portion of door area etc complete. The rate includes cost of all materials, labour, hire of tools & machineries, as per specifications etc complete. The rate includes cost of all materials, labour, hire of tools & machineries, as per specifications. | Sqm | 9358.8 | 9358.8 | 6.5 | False | None | None | False | None | False | 60832.2 | 0 |
3912979 | 150913 | None | BOQ65 | FULLY GLAZED PARTITION WITH TOUGHENED GLASS & ALUMINIUM CHANNELS
Providing and fixing full height glass partition with 12mm thick clear toughened glass as per design fitted over aluminium channels bottom and at top as detailed. The partition frame work above false ceiling to be fitted firmly to the true ceiling with necessary anchor fasteners. All the edges of glass shall have pencil nosing and machine polished. The joints in glass shall be filled with colourless silicone sealant as per manufacturer specifications., including necessary scaffolding support etc.
Make: Saint Gobain Series - SGG ET 725 SGU/ Equivalent | Sqm | 6850.0 | 6850.0 | 2.5 | False | None | None | False | None | False | 17125.0 | 0 |
3912980 | 150913 | None | BOQ66 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.. | Cum | 151881.4 | 151881.4 | 0.1 | False | None | None | False | None | False | 15188.14 | 0 |
3912981 | 150913 | None | BOQ67 | First floor | Cum | 153400.21 | 153400.21 | 0.1 | False | None | None | False | None | False | 15340.021 | 0 |
3912982 | 150913 | None | BOQ68 | Second floor | Cum | 154919.03 | 154919.03 | 0.1 | False | None | None | False | None | False | 15491.903 | 0 |
3912983 | 150913 | None | BOQ69 | Terrace Floor | Cum | 156437.84 | 156437.84 | 0.1 | False | None | None | False | None | False | 15643.784 | 0 |
3912984 | 150913 | None | BOQ70 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991 from manufacturer complete as per spcification.
-do- 35 mm thick both Commercial | Sqm | 4985.2 | 4985.2 | 4.5 | False | None | None | False | None | False | 22433.4 | 0 |
3912985 | 150913 | None | BOQ71 | first floor | Sqm | 5035.05 | 5035.05 | 2.5 | False | None | None | False | None | False | 12587.625 | 0 |
3912986 | 150913 | None | BOQ72 | Second floor | Sqm | 5084.9 | 5084.9 | 2.5 | False | None | None | False | None | False | 12712.25 | 0 |
3912987 | 150913 | None | BOQ73 | Terrace Floor | Sqm | 5134.76 | 5134.76 | 2.5 | False | None | None | False | None | False | 12836.9 | 0 |
3912988 | 150913 | None | BOQ74 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. | Nos | 1117.6 | 1117.6 | 2.0 | False | None | None | False | None | False | 2235.2 | 0 |
3912989 | 150913 | None | BOQ75 | first floor | Nos | 1128.78 | 1128.78 | 1.0 | False | None | None | False | None | False | 1128.78 | 0 |
3912990 | 150913 | None | BOQ76 | Second floor | Nos | 1139.95 | 1139.95 | 1.0 | False | None | None | False | None | False | 1139.95 | 0 |
3912991 | 150913 | None | BOQ77 | Terrace Floor | Nos | 1151.13 | 1151.13 | 1.0 | False | None | None | False | None | False | 1151.13 | 0 |
3912992 | 150913 | None | BOQ78 | Providing and fixing SS 304 Aldrop-250mm x 16mm (variation in size acceptable upto + / - 10%) suitable for door shutters including SS screws cost of materials, labour etc., complete as per specifications of vendor details.
Make: Dorset / Godrej / Niell / Archis / Kadson / AKS / equivalent Model as per Specification. | Nos | 1919.0 | 1919.0 | 5.0 | False | None | None | False | None | False | 9595.0 | 0 |
3912993 | 150913 | None | BOQ79 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete | Nos | 260.7 | 260.7 | 4.0 | False | None | None | False | None | False | 1042.8 | 0 |
3912994 | 150913 | None | BOQ80 | First floor | Nos | 263.3 | 263.3 | 2.0 | False | None | None | False | None | False | 526.6 | 0 |
3912995 | 150913 | None | BOQ81 | Second floor | Nos | 265.91 | 265.91 | 2.0 | False | None | None | False | None | False | 531.82 | 0 |
3912996 | 150913 | None | BOQ82 | Terrace Floor | Nos | 268.52 | 268.52 | 2.0 | False | None | None | False | None | False | 537.04 | 0 |
3912997 | 150913 | None | BOQ83 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete | Nos | 259.6 | 259.6 | 2.0 | False | None | None | False | None | False | 519.2 | 0 |
3912998 | 150913 | None | BOQ84 | First floor | Nos | 262.2 | 262.2 | 1.0 | False | None | None | False | None | False | 262.2 | 0 |
3912999 | 150913 | None | BOQ85 | Second floor | Nos | 264.79 | 264.79 | 1.0 | False | None | None | False | None | False | 264.79 | 0 |
3913000 | 150913 | None | BOQ86 | Terrace Floor | Nos | 267.39 | 267.39 | 1.0 | False | None | None | False | None | False | 267.39 | 0 |
3913001 | 150913 | None | BOQ87 | Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete
125x70x4 mm (ordinary type) | Nos | 187.0 | 187.0 | 6.0 | False | None | None | False | None | False | 1122.0 | 0 |
3913002 | 150913 | None | BOQ88 | First floor | Nos | 188.87 | 188.87 | 3.0 | False | None | None | False | None | False | 566.61 | 0 |
3913003 | 150913 | None | BOQ89 | Second floor | Nos | 190.74 | 190.74 | 3.0 | False | None | None | False | None | False | 572.22 | 0 |
3913004 | 150913 | None | BOQ90 | Terrace Floor | Nos | 192.61 | 192.61 | 3.0 | False | None | None | False | None | False | 577.83 | 0 |
3913005 | 150913 | None | BOQ91 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge
SS Tower Bolts 250x10mm | Nos | 220.0 | 220.0 | 4.0 | False | None | None | False | None | False | 880.0 | 0 |
3913006 | 150913 | None | BOQ92 | First floor | Nos | 222.2 | 222.2 | 2.0 | False | None | None | False | None | False | 444.4 | 0 |
3913007 | 150913 | None | BOQ93 | Second floor | Nos | 224.4 | 224.4 | 2.0 | False | None | None | False | None | False | 448.8 | 0 |
3913008 | 150913 | None | BOQ94 | Terrace Floor | Nos | 226.6 | 226.6 | 2.0 | False | None | None | False | None | False | 453.2 | 0 |
3913009 | 150913 | None | BOQ95 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete a) Ground Floor | Nos | 1157.2 | 1157.2 | 4.0 | False | None | None | False | None | False | 4628.8 | 0 |
3913010 | 150913 | None | BOQ96 | First floor | Nos | 1168.77 | 1168.77 | 2.0 | False | None | None | False | None | False | 2337.54 | 0 |
3913011 | 150913 | None | BOQ97 | Second floor | Nos | 1180.34 | 1180.34 | 2.0 | False | None | None | False | None | False | 2360.68 | 0 |
3913012 | 150913 | None | BOQ98 | Terrace Floor | Nos | 1191.92 | 1191.92 | 2.0 | False | None | None | False | None | False | 2383.84 | 0 |
3913013 | 150913 | None | BOQ99 | Providing supply and fixing MS Holdfast of size 260mm x 25mm x 5mm thk for fixing door frame to walls including cost of materials, cutting masonry pockets for receiving MS Holdfast, one coat of shop primer , concrete filling of pockets, disposal of debris,keeping the area clean,curing, labour etc., complete as per specifications of vendor and as per architects details.
at all levells | Nos | 40.0 | 40.0 | 30.0 | False | None | None | False | None | False | 1200.0 | 0 |
3913014 | 150913 | None | BOQ100 | Providing and laying water proofing treatment to the Rafts, Below grade slab, Lift pits, water retaining structures with fully bonded High Density Polyethlene Membrane (HDPE) of 1.2mm composite thickness and having tensile strength of GREATER 25 MPa (as per ASTM D 412), elongation of greater 500% (as per ASTM D 412), puncture resistance of greater 1000N (as per ASTM E 154), peel adhesion to concrete greater than 1200N/m (as per ASTM D 903), hydrostatic head resistance greater than 70m (as per ASTM D 5385). The system should be fully bonded to the RCC thereby conforming to IS 16471:2017 requirements of UG waterproofing structures. The membrane should be minimum 2.4m wide to reduce the number of joints with minimum 75mm factory made selvedge’s and comprising of an HDPE layer and a pressure sensitive adhesive layer which is covered by a weather proof protective and trafficable granular layer to protect self-adhesive polymer layer, etc, including surface preparation completely as per specificatin. | Sqm | 665.5 | 665.5 | 18.0 | False | None | None | False | None | False | 11979.0 | 0 |
3913015 | 150913 | None | BOQ101 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.
Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates
Terrace Floor | Cum | 7043.86 | 7043.86 | 10.0 | False | None | None | False | None | False | 70438.6 | 0 |
3913016 | 150913 | None | BOQ102 | Providing waterproofing & durability enhancing admixture with approval from MORT&H for use on road & bridge projects with IRC accreditation. The Dosage should be at 0.8% by weight of cement + cementitious material (or such dosage as desired to meet durability criteria) as per technical specification. | Kg | 330.84 | 330.84 | 18.0 | False | None | None | False | None | False | 5955.12 | 0 |
3913017 | 150913 | None | BOQ103 | Providing and laying Polished 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.
** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. | Sqm | 3137.2 | 3137.2 | 68.0 | False | None | None | False | None | False | 213329.6 | 0 |
3913018 | 150913 | None | BOQ104 | First floor | Sqm | 3168.57 | 3168.57 | 67.0 | False | None | None | False | None | False | 212294.19 | 0 |
3913019 | 150913 | None | BOQ105 | Second floor | Sqm | 3199.94 | 3199.94 | 67.0 | False | None | None | False | None | False | 214395.98 | 0 |
3913020 | 150913 | None | BOQ106 | Terrace floor | Sqm | 3231.32 | 3231.32 | 25.0 | False | None | None | False | None | False | 80783.0 | 0 |
3913021 | 150913 | None | BOQ107 | Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. | Sqm | 3967.7 | 3967.7 | 3.0 | False | None | None | False | None | False | 11903.1 | 0 |
3913022 | 150913 | None | BOQ108 | First floor | Sqm | 4007.38 | 4007.38 | 3.0 | False | None | None | False | None | False | 12022.14 | 0 |
3913023 | 150913 | None | BOQ109 | Second floor | Sqm | 4047.05 | 4047.05 | 3.0 | False | None | None | False | None | False | 12141.15 | 0 |
3913024 | 150913 | None | BOQ110 | Terrace floor | Sqm | 4086.73 | 4086.73 | 3.0 | False | None | None | False | None | False | 12260.19 | 0 |
3913025 | 150913 | None | BOQ111 | Providing and laying Polished Glazed Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately)..9.22.5 Size of Tile 600x600 mm | Sqm | 1458.6 | 1458.6 | 37.0 | False | None | None | False | None | False | 53968.2 | 0 |
3913026 | 150913 | None | BOQ112 | First floor | Sqm | 1473.19 | 1473.19 | 37.0 | False | None | None | False | None | False | 54508.03 | 0 |
3913027 | 150913 | None | BOQ113 | Second floor | Sqm | 1487.77 | 1487.77 | 37.0 | False | None | None | False | None | False | 55047.49 | 0 |
3913028 | 150913 | None | BOQ114 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. | Sqm | 229.9 | 229.9 | 37.0 | False | None | None | False | None | False | 8506.3 | 0 |
3913029 | 150913 | None | BOQ115 | First floor | Sqm | 232.2 | 232.2 | 37.0 | False | None | None | False | None | False | 8591.4 | 0 |
3913030 | 150913 | None | BOQ116 | Second floor | Sqm | 234.5 | 234.5 | 37.0 | False | None | None | False | None | False | 8676.5 | 0 |
3913031 | 150913 | None | BOQ117 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. | Mtr | 360.8 | 360.8 | 42.0 | False | None | None | False | None | False | 15153.6 | 0 |
3913032 | 150913 | None | BOQ118 | b) First floor | Mtr | 364.41 | 364.41 | 32.0 | False | None | None | False | None | False | 11661.12 | 0 |
3913033 | 150913 | None | BOQ119 | Second floor | Mtr | 368.02 | 368.02 | 32.0 | False | None | None | False | None | False | 11776.64 | 0 |
3913034 | 150913 | None | BOQ120 | Terrace Floor | Mtr | 371.62 | 371.62 | 32.0 | False | None | None | False | None | False | 11891.84 | 0 |
3913035 | 150913 | None | BOQ121 | Finishing works
Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Internal wall plastering | Sqm | 306.9 | 306.9 | 162.0 | False | None | None | False | None | False | 49717.8 | 0 |
3913036 | 150913 | None | BOQ122 | b) First floor | Sqm | 309.97 | 309.97 | 171.0 | False | None | None | False | None | False | 53004.87 | 0 |
3913037 | 150913 | None | BOQ123 | Second floor | Sqm | 313.04 | 313.04 | 171.0 | False | None | None | False | None | False | 53529.84 | 0 |
3913038 | 150913 | None | BOQ124 | c) Terrace Floor | Sqm | 316.11 | 316.11 | 71.0 | False | None | None | False | None | False | 22443.81 | 0 |
3913039 | 150913 | None | BOQ125 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Rough plastering | Sqm | 324.5 | 324.5 | 3.0 | False | None | None | False | None | False | 973.5 | 0 |
3913040 | 150913 | None | BOQ126 | b) First floor | Sqm | 327.75 | 327.75 | 3.0 | False | None | None | False | None | False | 983.25 | 0 |
3913041 | 150913 | None | BOQ127 | Second floor | Sqm | 330.99 | 330.99 | 3.0 | False | None | None | False | None | False | 992.97 | 0 |
3913042 | 150913 | None | BOQ128 | Terrace floor | Sqm | 334.24 | 334.24 | 3.0 | False | None | None | False | None | False | 1002.72 | 0 |
3913043 | 150913 | None | BOQ129 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
External Plastering | Sqm | 423.5 | 423.5 | 94.0 | False | None | None | False | None | False | 39809.0 | 0 |
3913044 | 150913 | None | BOQ130 | b) First floor | Sqm | 427.74 | 427.74 | 78.0 | False | None | None | False | None | False | 33363.72 | 0 |
3913045 | 150913 | None | BOQ131 | c) Second Floor | Sqm | 431.97 | 431.97 | 78.0 | False | None | None | False | None | False | 33693.66 | 0 |
3913046 | 150913 | None | BOQ132 | Terrace floor | Sqm | 436.21 | 436.21 | 111.0 | False | None | None | False | None | False | 48419.31 | 0 |
3913047 | 150913 | None | BOQ133 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per
directions of Engineer-in-charge.
Ceiling Plastering | Sqm | 355.3 | 355.3 | 100.0 | False | None | None | False | None | False | 35530.0 | 0 |
3913048 | 150913 | None | BOQ134 | b) First floor | Sqm | 358.85 | 358.85 | 100.0 | False | None | None | False | None | False | 35885.0 | 0 |
3913049 | 150913 | None | BOQ135 | Second floor | Sqm | 362.41 | 362.41 | 100.0 | False | None | None | False | None | False | 36241.0 | 0 |
3913050 | 150913 | None | BOQ136 | c) terrace Floor | Sqm | 365.96 | 365.96 | 47.5 | False | None | None | False | None | False | 17383.1 | 0 |
3913051 | 150913 | None | BOQ137 | Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment
Plaster mesh 100mm wide | Mtr | 48.4 | 48.4 | 938.0 | False | None | None | False | None | False | 45399.2 | 0 |
3913052 | 150913 | None | BOQ138 | 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 as per specifications and as per directions of Engineer in charge.
(a) Ground Floor | Sqm | 110.0 | 110.0 | 262.0 | False | None | None | False | None | False | 28820.0 | 0 |
3913053 | 150913 | None | BOQ139 | b) First floor | Sqm | 111.1 | 111.1 | 271.0 | False | None | None | False | None | False | 30108.1 | 0 |
3913054 | 150913 | None | BOQ140 | b) Second floor | Sqm | 112.2 | 112.2 | 271.0 | False | None | None | False | None | False | 30406.2 | 0 |
3913055 | 150913 | None | BOQ141 | c) Terrace Floor | Sqm | 113.3 | 113.3 | 119.0 | False | None | None | False | None | False | 13482.7 | 0 |
3913056 | 150913 | None | BOQ142 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge.
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. | Sqm | 179.3 | 179.3 | 262.0 | False | None | None | False | None | False | 46976.6 | 0 |
3913057 | 150913 | None | BOQ143 | b) First floor | Sqm | 181.09 | 181.09 | 271.0 | False | None | None | False | None | False | 49075.39 | 0 |
3913058 | 150913 | None | BOQ144 | c) Second Floor | Sqm | 182.89 | 182.89 | 271.0 | False | None | None | False | None | False | 49563.19 | 0 |
3913059 | 150913 | None | BOQ145 | c) Terrace Floor | Sqm | 184.68 | 184.68 | 118.5 | False | None | None | False | None | False | 21884.58 | 0 |
3913060 | 150913 | None | BOQ146 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 171.6 | 171.6 | 94.0 | False | None | None | False | None | False | 16130.4 | 0 |
3913061 | 150913 | None | BOQ147 | b) First floor | Sqm | 173.32 | 173.32 | 78.0 | False | None | None | False | None | False | 13518.96 | 0 |
3913062 | 150913 | None | BOQ148 | c) Second Floor | Sqm | 175.03 | 175.03 | 78.0 | False | None | None | False | None | False | 13652.34 | 0 |
3913063 | 150913 | None | BOQ149 | Terrace floor | Sqm | 176.75 | 176.75 | 111.0 | False | None | None | False | None | False | 19619.25 | 0 |
3913064 | 150913 | None | BOQ150 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 151.8 | 151.8 | 4.0 | False | None | None | False | None | False | 607.2 | 0 |
3913065 | 150913 | None | BOQ151 | b) First floor | Sqm | 153.32 | 153.32 | 2.0 | False | None | None | False | None | False | 306.64 | 0 |
3913066 | 150913 | None | BOQ152 | c) Second Floor | Sqm | 154.84 | 154.84 | 2.0 | False | None | None | False | None | False | 309.68 | 0 |
3913067 | 150913 | None | BOQ153 | Terrace floor | Sqm | 156.35 | 156.35 | 2.0 | False | None | None | False | None | False | 312.7 | 0 |
3913068 | 150913 | None | BOQ154 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 183.7 | 183.7 | 29.0 | False | None | None | False | None | False | 5327.3 | 0 |
3913069 | 150913 | None | BOQ155 | first floor | Sqm | 185.54 | 185.54 | 11.0 | False | None | None | False | None | False | 2040.94 | 0 |
3913070 | 150913 | None | BOQ156 | Second floor | Sqm | 187.37 | 187.37 | 11.0 | False | None | None | False | None | False | 2061.07 | 0 |
3913071 | 150913 | None | BOQ157 | Moblie storage:
5 BAY MOBILE RACK COMPACTOR
Prtoviding and supplying 5 bay mobile rack compactor which consists of details mentioned below.
Total no.of Racks of size 1980mm H X 1000mm W X 380mm D with 5 compartment-80 Nos, Capacity of Flat Files considering 25mm thickness-16000 files (OR) Capacity of Box Files considering 90mm thickness-4480 files, Epoxy Powder Coated Finish,
Load Bearing Capacity per Shelf (UDL): 150 Kgs.
Single Faced Fixed(A) (5mx0.38mx2.40m) | No | 115000.0 | 115000.0 | 3.0 | False | None | None | False | None | False | 345000.0 | 0 |
3913072 | 150913 | None | BOQ158 | Moblie storage:
5 BAY MOBILE RACK COMPACTOR
Prtoviding and supplying 5 bay mobile rack compactor which consists of details mentioned below.
Total no.of Racks of size 1980mm H X 1000mm W X 380mm D with 5 compartment-80 Nos, Capacity of Flat Files considering 25mm thickness-16000 files (OR) Capacity of Box Files considering 90mm thickness-4480 files, Epoxy Powder Coated Finish,
Load Bearing Capacity per Shelf (UDL): 150 Kgs.
Double Faced Movable (B) (5mx0.76mx2.40m) | No | 215000.0 | 215000.0 | 18.0 | False | None | None | False | None | False | 3870000.0 | 0 |
3913073 | 150913 | None | BOQ159 | Moblie storage:
5 BAY MOBILE RACK COMPACTOR
Prtoviding and supplying 5 bay mobile rack compactor which consists of details mentioned below.
Total no.of Racks of size 1980mm H X 1000mm W X 380mm D with 5 compartment-80 Nos, Capacity of Flat Files considering 25mm thickness-16000 files (OR) Capacity of Box Files considering 90mm thickness-4480 files, Epoxy Powder Coated Finish,
Load Bearing Capacity per Shelf (UDL): 150 Kgs.
Single Faced Movable (C ) (5mx0.45mx2.40m) | No | 120000.0 | 120000.0 | 3.0 | False | None | None | False | None | False | 360000.0 | 0 |
3913074 | 150913 | None | BOQ160 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 2668.6 | 2668.6 | 13.0 | False | None | None | False | None | False | 34691.8 | 0 |
3913075 | 150913 | None | BOQ161 | first floor | Cum | 2695.29 | 2695.29 | 7.0 | False | None | None | False | None | False | 18867.03 | 0 |
3913076 | 150913 | None | BOQ162 | Second floor | Cum | 2721.97 | 2721.97 | 7.0 | False | None | None | False | None | False | 19053.79 | 0 |
3913077 | 150913 | None | BOQ163 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge
In cement mortor | Cum | 1131.9 | 1131.9 | 13.0 | False | None | None | False | None | False | 14714.7 | 0 |
3913078 | 150913 | None | BOQ164 | first floor | Cum | 1143.22 | 1143.22 | 13.0 | False | None | None | False | None | False | 14861.86 | 0 |
3913079 | 150913 | None | BOQ165 | Second floor | Cum | 1154.54 | 1154.54 | 13.0 | False | None | None | False | None | False | 15009.02 | 0 |
3913080 | 150913 | None | BOQ166 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge.
In cement mortar | Cum | 1852.4 | 1852.4 | 6.0 | False | None | None | False | None | False | 11114.4 | 0 |
3913081 | 150913 | None | BOQ167 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge to the appropriate disposal area. | Cum | 400.4 | 400.4 | 32.0 | False | None | None | False | None | False | 12812.8 | 0 |
3913082 | 150913 | None | BOQ168 | first floor | Cum | 404.4 | 404.4 | 20.0 | False | None | None | False | None | False | 8088.0 | 0 |
3913083 | 150913 | None | BOQ169 | Second floor | Cum | 408.41 | 408.41 | 20.0 | False | None | None | False | None | False | 8168.2 | 0 |
3913084 | 150913 | None | BOQ170 | LT ELECTRICAL WORKS
PVC CONDUITS & ITS ACCESSORIES
Open conduit System
Supplying heavy gauge PVC conduit pipe ……dia....mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesives paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall / stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. a) 25mm dia 2mm thick | Mtr | 89.1 | 89.1 | 100.0 | False | None | None | False | None | False | 8910.0 | 0 |
3913085 | 150913 | None | BOQ171 | b) 32mm dia 2.5mm thick | Mtr | 116.6 | 116.6 | 60.0 | False | None | None | False | None | False | 6996.0 | 0 |
3913086 | 150913 | None | BOQ172 | Concealed conduit System
Supplying heavy gauge PVC conduit pipe ……mm dia ......mm thick confirming to IS 2509 with suitable size bends, metals/PVC junction boxes, adhesives paste etc., and running before concreting the slab . The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. a) 25mm dia 2mm thick | Mtr | 85.8 | 85.8 | 50.0 | False | None | None | False | None | False | 4290.0 | 0 |
3913087 | 150913 | None | BOQ173 | Supplying heavy gauge PVC conduit pipe……dia.....mm thick with suitable size bends, metal junction boxes, adhesive paste etc. By groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throughout the conduit wherever necessarya) 25mm dia 2mm thick | Mtr | 86.9 | 86.9 | 25.0 | False | None | None | False | None | False | 2172.5 | 0 |
3913088 | 150913 | None | BOQ174 | Supplying and fixing PVC/metal conduit deep junction box.a) 25mm deep junction box | Each | 61.6 | 61.6 | 30.0 | False | None | None | False | None | False | 1848.0 | 0 |
3913089 | 150913 | None | BOQ175 | Point wiring using copper wire without switch.
Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 2x1.5Sqmm (Phase & Neutral) & 1 x1.0Sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS 694: and latest amendments) with out control switch shall be fixed on the existing plastic sheet / gland box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. (For light, fan,exhaust fan, call bell) a) Short point up to 3Mtr from tapping point to out let via switch box | Point | 295.9 | 295.9 | 10.0 | False | None | None | False | None | False | 2959.0 | 0 |
3913090 | 150913 | None | BOQ176 | b) Medium point above 3Mtr up to 6Mtrs from tapping point to out let via switch box | Point | 416.9 | 416.9 | 5.0 | False | None | None | False | None | False | 2084.5 | 0 |
3913091 | 150913 | None | BOQ177 | c) Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box | Point | 610.5 | 610.5 | 5.0 | False | None | None | False | None | False | 3052.5 | 0 |
3913092 | 150913 | None | BOQ178 | d) Two outlet in a row, above 3Mtr up to 6Mtr from tapping point to out let via switch box | Point | 744.7 | 744.7 | 15.0 | False | None | None | False | None | False | 11170.5 | 0 |
3913093 | 150913 | None | BOQ179 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V Grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with as per IS-694: confirming to latest amendments a) 1.5 sqmm . | Mtr | 28.6 | 28.6 | 100.0 | False | None | None | False | None | False | 2860.0 | 0 |
3913094 | 150913 | None | BOQ180 | b) 2.5 sqmm | Mtr | 46.2 | 46.2 | 200.0 | False | None | None | False | None | False | 9240.0 | 0 |
3913095 | 150913 | None | BOQ181 | c) 4 sqmm | Mtr | 69.3 | 69.3 | 150.0 | False | None | None | False | None | False | 10395.0 | 0 |
3913096 | 150913 | None | BOQ182 | d) 6 sqmm | Mtr | 101.2 | 101.2 | 250.0 | False | None | None | False | None | False | 25300.0 | 0 |
3913097 | 150913 | None | BOQ183 | SWITCHES, SOCKETS & ACCESSORIES
Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall a) 3 Way | Each | 174.9 | 174.9 | 25.0 | False | None | None | False | None | False | 4372.5 | 0 |
3913098 | 150913 | None | BOQ184 | b) 4-5 Way | Each | 194.7 | 194.7 | 6.0 | False | None | None | False | None | False | 1168.2 | 0 |
3913099 | 150913 | None | BOQ185 | c) 8 Way | Each | 287.1 | 287.1 | 5.0 | False | None | None | False | None | False | 1435.5 | 0 |
3913100 | 150913 | None | BOQ186 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/ metal PVC box. a) 3 Module | Each | 177.1 | 177.1 | 25.0 | False | None | None | False | None | False | 4427.5 | 0 |
3913101 | 150913 | None | BOQ187 | b) 4 Module | Each | 192.5 | 192.5 | 6.0 | False | None | None | False | None | False | 1155.0 | 0 |
3913102 | 150913 | None | BOQ188 | c) 8 Module | Each | 312.4 | 312.4 | 5.0 | False | None | None | False | None | False | 1562.0 | 0 |
3913103 | 150913 | None | BOQ189 | Supplying and fixing of modular switch/Socket/stepped electronic fan regulator/dimmer/telephone socket etc. on existing modular switch plate as per IS 3854 and IS 1293 a) 6 Amps one way | Each | 112.2 | 112.2 | 40.0 | False | None | None | False | None | False | 4488.0 | 0 |
3913104 | 150913 | None | BOQ190 | b) 6 Amps Two way | Each | 182.6 | 182.6 | 8.0 | False | None | None | False | None | False | 1460.8 | 0 |
3913105 | 150913 | None | BOQ191 | c) 6Amps 3way socket. | Each | 188.1 | 188.1 | 6.0 | False | None | None | False | None | False | 1128.6 | 0 |
3913106 | 150913 | None | BOQ192 | d) 16Amps one way switch | Each | 198.0 | 198.0 | 10.0 | False | None | None | False | None | False | 1980.0 | 0 |
3913107 | 150913 | None | BOQ193 | e) 6/16Amps universal socket | Each | 259.6 | 259.6 | 10.0 | False | None | None | False | None | False | 2596.0 | 0 |
3913108 | 150913 | None | BOQ194 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.a) 6-32Amps SP | Each | 456.5 | 456.5 | 10.0 | False | None | None | False | None | False | 4565.0 | 0 |
3913109 | 150913 | None | BOQ195 | b) 63Amps TPN | Each | 3396.8 | 3396.8 | 1.0 | False | None | None | False | None | False | 3396.8 | 0 |
3913110 | 150913 | None | BOQ196 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts ,nuts etc., with provision for fixing suitable type capacity MCB'S single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS Enclosure a) Double Door
12 Way SP & N | Each | 2561.9 | 2561.9 | 2.0 | False | None | None | False | None | False | 5123.8 | 0 |
3913111 | 150913 | None | BOQ197 | Supplying, fixing and wiring Residual Current Circuit Breaker [RCCB] 240/450V up to 300mA sensitivity on existing wood/panel Board.a) 16A-25A 2 pole | Each | 4704.7 | 4704.7 | 2.0 | False | None | None | False | None | False | 9409.4 | 0 |
3913112 | 150913 | None | BOQ198 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/ panel board. a) 32-40Amps 4 pole | Each | 5661.7 | 5661.7 | 2.0 | False | None | None | False | None | False | 11323.4 | 0 |
3913113 | 150913 | None | BOQ199 | EARTHING
Supplying fixing and wiring earth electrode for grounding of DG Sets etc. using 40mm dia 2.9mm thick 2.5mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. | Each | 4681.6 | 4681.6 | 4.0 | False | None | None | False | None | False | 18726.4 | 0 |
3913114 | 150913 | None | BOQ200 | Supplying and running of GI / Copper strips for grounding connections, using necessary fixing materials as required.a) GI strip
25x6mm | Mtr | 140.8 | 140.8 | 150.0 | False | None | None | False | None | False | 21120.0 | 0 |
3913115 | 150913 | None | BOQ201 | Fixing all types and all capacities fluorescent /false ceiling/spot light/CFL/LED fittings indoor on the wall / ceiling / rafters / girders using 23 / 0.00076 " twin twisted PVC insulated wires, required nos of round blocks and clamps.
On wall / ceiling / Rafters / Girders | Each | 134.2 | 134.2 | 30.0 | False | None | None | False | None | False | 4026.0 | 0 |
3913116 | 150913 | None | BOQ202 | LED LUMINAIRS / LIGHT FIXTURES & ACCESSORIES
Supply of 15W LED bulk head fitting with guard, Acrylic glass and suitable driver. | Each | 926.2 | 926.2 | 10.0 | False | None | None | False | None | False | 9262.0 | 0 |
3913117 | 150913 | None | BOQ203 | Supplying of 2' feet - LED PVC Square Batten …W with high quality diffuser with life of 25000 burning hours & 70% lumen maintenance with CRI greater than 8. Power Input : 220-240V @ 50 Hz & power factor . 0.9 along with CE approved drivers. 2 years warranty against any manufacturing defect working under standard electrical condition a) Led light fitting 2 X 4' - 36 / 40 watts. | Each | 1395.9 | 1395.9 | 8.0 | False | None | None | False | None | False | 11167.2 | 0 |
3913118 | 150913 | None | BOQ204 | Supplying of Surface / recess mounting non integrated type LED down light …W luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, LED of Power / COB with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 100 lumen per watt, 120degree beam spread, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater than 0.95, power loss should lesser than 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit THD Less then 20%, Life as per LM 79, The operating input voltage should be between 130 to 275 volts, BIS Approved and tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.15-18W | Each | 1456.4 | 1456.4 | 20.0 | False | None | None | False | None | False | 29128.0 | 0 |
3913119 | 150913 | None | BOQ205 | Design, supplying, erecting testing and commissioning of - passenger/ Bed-cum-passenger hospital lift with speed of 1mtr per second, variable voltage variable frequency drive, with or without machine room for the available well size, operating at 415 V 3 phase 50 cycles AC supply, powder coated / Stainless Steel car entrance doors enclosures with suitable colour vinyl flooring, LED car illumination, emergency light, intercom and fan as desired by the user, central opening / side opening door with or without attendant operation, 7 segment display buttons, call register indicator, fireman drive, SS handrails inside car, full length infrared curtain in car door, automatic rescue device with batteries, voice announcing in regional / international languages, Braille buttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guide rail, counter weight etc.,
With Out Machine Room - SS Finish ( 8 Passangers , 3 Stops) With Out Machine Room - SS Finish ( 8 Passangers , 3 Stops) | Each | 1604341.16 | 1604341.16 | 1.0 | False | None | None | False | None | False | 1604341.16 | 0 |