|
| 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 lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 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. |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidatingand dressing complete. |
| 4 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 6 | Centring and shuttering including strutting,propping etc. and removal of form forSuspended floors, roots, landings, balcnies and access platform. |
| 7 | Centring and shuttering including strutting,propping etc. and removal of form forLintels, beams, plinth bams, griders, bressumers and cantilevers. |
| 8 | Centring and shuttering including strutting,propping etc. and removal of form forColumns,Pillars, Piers, Abutments, Posts and Struts |
| 9 | Centring and shuttering including strutting,propping etc. and removal of form fo Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 10 | Centring and shuttering including strutting,propping etc. and removal of form fo Weather shade, Chajjas, corbels etc., including edges |
| 11 | 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. |
| 12 | 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 levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 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 above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 14 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 15 | Brick work with class designation 15 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Brick work with class designation 15 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) |
| 17 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade.Two or more coats on new work including priming coat of ordinary paint approved brand. |
| 20 | 40 mm thick fine dressed Lalitpur Grey sand stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. |
| 21 | Supply, fabricating, transporting, hoisting and fixing in position good quality durable Pink sand stone/ any other type of sand stone in various elements for all level all height. Stone shall be free from cracks, lines, stains, white spots of efflorescence and even in shade for each elements. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with differant process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The drawings provided are vary preliminary and amount of carving will be more then what is shown on the drawings. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, dowels, cement slurry with matching pigment and Epoxy of approved make as required etc. complete as specified in drawing and as per the Direction of Engineer-in-charge |
| 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) :White/Pink sand stone - exposed face fine dressed with rough backing .30 mm thick |
| 23 | 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 wallswherever required. |
| 24 | 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 necessarychases. |
| 25 | Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). |
| 26 | Supply, fabricating, transporting, hoisting and fixing in position good quality durable Pink sand stone/ any other type of sand stone in various elements for all level all height. Stone shall be free from cracks, lines, stains, white spots of efflorescence and even in shade for each elements. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with differant process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), ROOP KAAM WORK, CNC cutting, moulding. The drawings provided are vary preliminary and amount of carving will be more then what is shown on the drawings. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, dowels, cement slurry with matching pigment and Epoxy of approved make as required etc. complete as specified in drawing and as per the Direction of Engineer-in-charge |
| 27 | Carriage of Material of good earth by mechanical transport including loading, unloading and stacking (upto 20KM) Please Enable Macros to View BoQ information |
