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| 1 | Earth work in surface excavation by mechnical means (Hydraulic excavator)/manual means over areas exceeding 30cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50m and for all lift , as directed by engineer -in- charge. |
| 2 | Excavated , supplying , stacking and filling of local earth (including royality) by mechnical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in foundation trenches , plinth , sides of foundation etc. complete for all lift. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level: |
| 4 | 1:4:8 (1cement :4 coarse sand (III Zone) derived natural sources:8 graded stone aggregate 40mm nominal size derived from natural sources. |
| 5 | Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 7.5 foundation and plinth in: |
| 6 | cement mortar 1:4 (1cement : 4 coarse sand) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete etc. excluding the cost of centering shutter and shuttering ,finishing and reinforcement.All work upto plinth level: |
| 8 | 1:1.5:3 (1cement :1.5 coarse sand (III Zone) derived natural sources:3 graded stone aggregate 20mm nominal size derived from natural sources. |
| 9 | Providing and laying reinforced cement concrete in walls(any thickness) , including attached pilasters, buttresses ,plinth and string courses , fillets , columns, pillars,peirs, abutments, posts, struts,etc. , above plinth level upto floor five level, excluding the cost of centering shutter and shuttering and finishing . |
| 10 | 1:1.5:3 (1cement :1.5 coarse sand (III Zone) derived natural sources:3 graded stone aggregate 20mm nominal size derived from natural sources. |
| 11 | Centering and shuttering including strutting , propping etc. and removal of from work for : |
| 12 | Lintels , beams , plinth beams, girders, bressumers and cantilevers, plinth beam |
| 13 | Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 7.5 above plinth level up to floor v level in all shapes and sizes in: |
| 14 | cement mortar 1:4 (1cement : 4 coarse sand) |
| 15 | Cement plaster : (in coarse sand ) |
| 16 | 12mm cement plaster of mix |
| 17 | 1:4( 1cement : 4 coarse sand ) |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level: |
| 19 | 1:2:4 (1cement :2 coarse sand (III Zone) derived natural sources:4 graded stone aggregate 20mm nominal size derived from natural sources. |
| 20 | Reinforced cement concrete work in beams, suspended floors , roofs having slop up to 15° landings, balconies , sheleves, chajjas, lintels , bands, plain windows sills, staircase and above plinth level upto floor five level , excluding the cost of centering and shuttering , finishing and reinforced with 1:1.5:3 (1cement :1.5 coarse sand (III Zone) derived natural sources:3 graded stone aggregate 20mm nominal size derived from natural sources.) |
| 21 | Suspended floors , roofs , landings, balconies and access platform . |
| 22 | Steel reinforcement for RCC work including straightening ,cutting ,bending , placing in position and binding all complete upto plinth level. |
| 23 | Thermo -mechnically treated bars of grade Fe-500D or more. |
| 24 | Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the juctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 25 | Using flats 30x6 mm for diagonal braces and central cross piece. |
| 26 | Structural steel work Iin 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. |
| 27 | electric resistance or induction butt welded tubes |
| 28 | Granular Sub-base with Well Graded Material (Table 400.1) |
| 29 | (A) By Mix in Place Method |
| 30 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical MORD Specifications 401 |
| 31 | Providing and Laying of I shaped grey colour Interlocking tiles rubber moulded 80mm thick precast cement concrete having plan dimension 200 x (160+120mm) with compressive strength not be less than 30 Mpa (M-30) and weight 5kg per no. specification to IS:15658-2006 as per drawings and Technical Specification Clause 1504. |
| 32 | 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. |
| 33 | In gratings, frames ,guard bar, ladder,railings, brackets, gates and similar works. |
| 34 | Providing reinforced by organic fibres and /or inorganic snythetic fibres cement 6mm thick corrugated sheets (as per IS:14871) roofing up to any pitch and fixing with polymer coated J,or L hooks, bolts and nuts 8mm dia G.I plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins , rafters and trusses), including cutting sheets to size and shape wherever required. |
| 35 | Finishing walls with water proofing cement paint of required shade : |
| 36 | new work (two or more coat applied @3.84 kg /10 m2) |
| 37 | Painting with synthetic enamel paint of app. brand and manufacture of required colour to give an even shade: |
| 38 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 39 | GST Please Enable Macros to View BoQ information |
