Construction/ Repair/ Up-Gradation Of Rural Roads Bill Of Quantities(Boq) For Amithi More To Bazargachh 311/2878/25-26/0012/New/Sb-1 Pavement 1.01 Clearing And Grubbing Road Land Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, chopra-West Bengal

Construction/ Repair/ Up-Gradation Of Rural Roads Bill of Quantities(BOQ) for AMITHI MORE to BAZARGACHH 311/2878/25-26/0012/NEW/SB-1 Pavement 1.01 Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD By Mechanical Means In area of non-thorny jungle 1.02 Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site,spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) 1.03 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) Using 1 cum Compensation for earth for land owned and arranged by Contractor, 1 cum Royalty charge & Cesses Charges on earth, 1 cum Carriage up to total lead of 3.0 km. 1.04 B. By Mix in Place Method : 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,machinerytools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading - II Using 0.192 cum Stone chips 37.5 mm ( Pakur Variety ), 0.128 cum Stone chips 22.4 mm ( Pakur Variety ), 0.128 cum Stone chips 11.2 mm ( Pakur Variety ), 0.1536 cum Stone chips 5.6 mm ( Pakur Variety ), 0.6784 cum Medium Sand (Grading Zone II as per IS:383- 1970) stacked at site. 1.05 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. 1.06 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required. 1.07 Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in- Charge and cost for quality control, sampling, testing etc. all complete but excludingcost of labour and materials for formwork & reinforcement works. M-25 Grade: Using concrete mixer. Using 0.54 cum 20 mm Nominal graded Stone aggregate ( Pakur Variety ), 0.36 cum 10 mm Nominal graded Stone aggregate ( Pakur Variety ), 0.42 MT OPC (43 Grade)

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