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| 1 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flanks as necessary or on berm to approximate grade & camber and rolling the sub grade with power roller to proper camber and grade as per direction and satisfaction of Engineer - in Charge including uprooting and removing plants and jungles when and where necessary. |
| 2 | Depth upto 150 mm |
| 3 | Depth upto 600 mm |
| 4 | Supplying, spreading and consolidating an uniform and homogeneous mixture of Stone Dust and Sand (mixed in proportion of 3 : 1 by volume and by any approved method as per direction of Engineer-in Charge) to the required thickness in layers at 97% Proctor Density (not less than 1.7 gm/cc) with power roller to proper gradient and camber, including watering as necessary, lighting, guarding, arricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary complete as per Specification including all incidental charges of roller, cost of fuel & lubricants |
| 5 | Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials , machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRTH (5 th Revision). |
| 6 | Grading - 3 |
| 7 | Grading - 5 |
| 8 | Wet Mix Macadam Base Course: Providing laying , spreading , and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials , premixing the material with water at OMC in Wet Mix Plant , carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density., including supply of all material costs for lighting, guarding , barricating, ,making earthen bundth to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT & H (5th Revision). |
| 9 | Supplying and laying Polythelene sheet (150 gm / sqm) over damp proof course or below flooring , Cenent Pavement etc. |
| 10 | Hire & Labour charges for shuttering with or without staging upto 4.0 m height using approved stout prop with wooden plank/ ply / wood / steel plate with required bracing for any kind of plane or reinforce concrete works in all sorts of minor structure in cluding culvert , box culvert, cross drain etc.The rate is inclusive of fitting , fixing and striking out after completion of work as per specification & direction. Where staging is not required |
| 11 | Where staging is not required |
| 12 | Providing and laying Design Mix Concrete for plain / Reinforced concrete work in any part of culvert / bridge with coarse aggregates of appropriate nominal size and grading , fine aggregate (sand ) conforming to proprer grading zone, both of approved quality & cement , at necessary , including labour , cost and carriage of all materials and including prepration of design Mix approved of the same by the EIC and cost of Quality control , sampling , testing etc all complete but excluding cost of labour and materials for form work and reinforcement work. |
| 13 | M 25 Grade using concrete Mixture. |
| 14 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, noising and drip course, scaffolding / staging where necessary (Ground Floor) including cost of chipping over concrete surface. |
| 15 | With 4:1 cement mortar (10 mm thick) |
| 16 | Neat cement punning about 1.5 mm thick in wall , dado , drain etc. |
| 17 | Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per Technical Specification Clause 302.3.11 for Rural Roads of MORD. (Mode of measurement: pre works and post works) |
| 18 | Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavement (ICBP) with concrete blocks (with concrete grade as speified as per Table 1 of IS 15658: 2006 manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC : SP :63(2018) , from BIS Licence manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joints gap in between the paving blocks , as per Cl No 3.26 of IS : 15658 ) and of specified size and shape with aspect ratio (the ratio of the length to thickness of a paver block, as per Cl No. 3.3 of IS : 15658 ) as per Table 2 of IS : 15658 with flexural strength /. breaking load as per Annexture G of IS : 15658 on the prepared base course of specified CBR as per Table 1 of IRC : SP 63 (2018)or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25 m to 35 mm thick ( grading of the bedding sand as per clause 6.5.1of IRC SP 63 ) and filling up the gap in between the paver blocks with joint filling sand ( the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63 ) and completing the edges with cut blocks of as per Cl No 8.7 of IRC SP : 63 (2018) with proper confinement of bedding & joint filling sand, compaction , levelling & filling earth of the edge Gap .60 mm thick / Grey |
| 19 | Supplying fitting and fixing plaque made of Granite slabs ( single piece) of 15 mm to 18 mm thick with uniform texture and without decorative veins in facia etc fixing with using Cement slurry at back side of granite @4.4 kg/sq.m and white cement slurry for joint filling @1.8 kg/sq.m.including making lettering , sign marks etc as per direction in the granite slabs with fixed at brick wall (in 1:6) as directed including earth cutting , 75 mm thick sand filling , 75 mm thick Cement concrete (1:2:4) and plastering with 20 mm thick sand cement mortar (6:1) as specifed by the Department including wall putty , Acrylic primer & Super Protective 100% Acrylic Emulsion two coats including all incedential charges for labours , materials , machinaries & transportig charges complete in all respect as per direction of EIC. |
| 20 | Sub-Total |
| 21 | GST-18% (SGST=9% & CGST=9%)ADD |
| 22 | WEST BENGAL LABOUR WELFARE CESS =1% ADD Please Enable Macros to View BoQ information |
