|
| 1 | Earth 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil 2.6.1 |
| 2 | 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. 2.25 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1.8 |
| 4 | Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. 5.9.1 |
| 5 | Suspended floors, roots, landings, balcnies and access platform. 5.9.3 |
| 6 | Lintels, beams, plinth bams, griders, bressumers and cantilevers. 5.9.5 |
| 7 | Columns,Pillars, Piers, Abutments, Posts and Struts 5.9.6 |
| 8 | Weather shade,Chajjas, corbels etc. including edges 5.9.19 |
| 9 | Arches, domes, vaults up to 6 m span 5.9.9 |
| 10 | Extra for arches, domes, vaults exceeding 6 m span 5.9.10 |
| 11 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 5.9.15 |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more 5.22.6 |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; 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 the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement contant of 330 kg/cum 5.33.1.1 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1 |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2 |
| 16 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) 6.45.2 |
| 17 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 6.15 |
| 18 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 10.25.2 |
| 19 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover 10.6 |
| 20 | Providing and fixing ball bearing for rolling shutters. 10.7 |
| 21 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area 10.8.1 |
| 22 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick 8.14.2 |
| 23 | 40 mm thick 8.14.2.4 |
| 24 | 30mm Thick 8.14.2.5 |
| 25 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 8.15 |
| 26 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 8.16 |
| 27 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone 11.28.1 |
| 28 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone |
| 29 | Stone work plain ashlar in domes , in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stoneshade. Both face dressed Red sand stone 7.14.2.1 |
| 30 | 12mm cement plaster of mix : 1:6 (1 cement : 6 fine sand) 13.1.2 |
| 31 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 fine sand) 13.2.2 |
| 32 | Providing and applying ornamental cement plaster in 1:3 (1 cement : 3 Fine sand) of approved design and finish as per drawing to wall surface in single/ Multiple coats of thickness as specified including as necessary surface preparation, cuing and finishing as directed by Engineer-In-Charge. DSR based analysed Rate |
| 33 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 5.30 |
| 34 | Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. |
| 35 | Providing & Applying high quality acrylic modified resin based texture of Dholpur/Red sand stone Pattern with anti algae and UV resistance properties to be applied as intermediate finish in desired pattern @ 43.04 kg/10 sqm to form film of 1- 1.5 mm thickness after scrapping and properly cleaning the surface to remove loose particles from the plaster surface, followed by top coating with Premium Acrylic Smooth exterior paint with Silicone additives of required shade by two or more coats @ 1.43 litre/10 sqm, complete as the direction of Engineer -in-Charge 22.24 A |
| 36 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 13.61.1 |
| 37 | GFRC) Ornamental elements Casted with GRC Concrete Mix Design in approved size, Pattern, thickness of Internal Merber25-30mm thick) and size. The element should be made from '53 grade' White Portland Cement manufactured by 'JK Cement' or equivalent Quartz fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘NEG Japan’ or equivalent, Super Plasticizers manufactured by 'BASF' or equivalent, Polymers manufactured by 'BASF' or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by 'BAYFERROX (Germany)’ or 'Phenocheme Industries or equivelent. The material casting should take place in Synthetic Rubber / FRP mould manufactured by 'Reckli'. The GRC Material flextural strength average L.O.P should be above or equivalent to 12N/MM2 for test done on 28days cured samples which thickness should be 50-60mm. The vendor shall submit shop drawings of the same and drawings to be duly approved from Architect/Engineer-in -charge at site. Providing & fixing of GRC maierial/ items should be done using \\"Dry fixing\\" method onto structural support members i.e RCC, Brick work, Mild streel using red oxide & paint. Fixing of GRC material to be done with fixture, GI Fasteners, self tapping screws with all necessary Clits/Clamps, Dash Pins and Fasteners. The vendor shall submit shop drawings of the same and drawings to be duly approved from Architect/Engineer-in -charge at site. 100mm thk. Coping GRC, Size:- 350mmx100mm NSR -1 |
| 38 | GRC Cornice 1, Size:- 200mmx170mm NSR -2 |
| 39 | GRC Cornice 3, Size:- 150mmx40mm NSR -3 |
| 40 | GRC Cornice 4, Size:- 120mmx150mm NSR -4 |
| 41 | GRC Cornice Band, Size:- 150mmx40mm NSR -5 |
| 42 | GRC Chajja, Size:- 1000mmx150mm NSR -6 |
| 43 | Fascia Band, Size:- 350mmx100mm NSR -7 |
| 44 | GRC Chajja 2, Size:- 600mmx50mm NSR -8 |
| 45 | Bracket 1, Size:- 300mmx260mmx75mm NSR -9 |
| 46 | Bracket 2, Size:- 425mmx300mmx75mm NSR -10 |
| 47 | Bracket 3, Size:- 350mmx350mmx75mm NSR -11 |
| 48 | Chattri 600x600x1000 NSR -12 |
| 49 | Jharokha 1, Size:- 1100mmx1800mm NSR -13 |
| 50 | 40mm thk. GRC Jaali, Size:- 1120mm x 840mm NSR -14 |
| 51 | GRC Jaali Post, Size:- 150mmx150mmx900mm NSR -15 |
| 52 | Jaali Coping, Size:- 190mmx80mm NSR -16 |
| 53 | Banner Type-1, Size:- 450mmx1800mm NSR -17 |
| 54 | Banner Type-2, Size:- 600mm x2400mm NSR -18 |
| 55 | Banner Type-3, Size:- 900mmx3000mm NSR -19 |
| 56 | 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 P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 12.22 |
| 57 | Providing gola 75x75 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 : In 75x75 mm deep chase 12.21.1 |
| 58 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measure 22.6 |
| 59 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 4982, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 12.41.2 |
| 60 | Providing and fixing on wall face unplasticised - PVC mmoulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IA : 13592 Type A, including jointing with seal ring conforming to IS : 5382,leaving 10 mm gap for thermal expansion. 110 mm 12.42.1.2 |
| 61 | Single Tee with door 110X110X110MM 12.42.3.2 |
| 62 | Bend 87.5° 110 mm bend 12.45.5.2 |
| 63 | Shoe (Plain) 110 mm Shoe 12.42.6.2 |
| 64 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1cement: 4 coarse sand) 14.1.2 |
| 65 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. without disturbing the other structural elements.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 15.2.2 |
| 66 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. without disturbing the other structural elements such as column, beams & slab. 15.3 |
| 67 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar 15.7.4 |
| 68 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below 15.1.2 |
| 69 | Of area beyond 3 sq. metres 15.12.2 |
| 70 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 15.18 |
| 71 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm 15.23.1 |
| 72 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 15.56 |
| 73 | 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, beyond 50 m initial lead, for all leads including all lifts involved. 15.60 |
| 74 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineerin- charge. 15.57 |
| 75 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 100 mm dia pipe 15.42.2 |
| 76 | Providing and Executing Art /Mural Work using Approved exterior- Grade Acrylic Paints including Surface Prepartion, Primer, Hand Painted Artwork as per approved Design NSR -1 |
| 77 | Laser- Cut MS jali inspired by traditional sanjhi art of Braj _ vrindavan, depicting Radha- Krishna Motifs through light- and - shadow patterns in a durable Achitectural forms. NSR -2 |
| 78 | Panel Sizes & Framing Providing and fixing MS Frame using 25X25mm or 40X20 mm Box Section Back stiffeners provided to prevent bending or vibration NSR -3 |
| 79 | Providing, Carving, Supplying and Fixing relief stone mural panels of natural stone of 75-100mm thickness, includign material, carving, backing support, anchors, Stone sealer, scaffolding and complete installation as per approved design and drawings. NSR -4 |
| 80 | Less 5% as per GO. Please Enable Macros to View BoQ information |
