Tender For Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item In, Falakata-West Bengal
TDR : 54330327
Tender Notice
BOQ
13 Days Left
Falakata
West Bengal
Tender For Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item In
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation.
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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.
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.(b) River bazree
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(f) 25 mm to 30 mm shuttering without staging in foundation
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Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iv) For Construction of Sub Base by compacting river bed materials.
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Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 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 licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face ofa paver block used as a device for keeping minimum joint 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 length to thickness ofa paver block, as r Cl.No.3.3 of IS: 15658) as per Table 2 of IS .•15658 with flexural strength/breaking load as per Annexure G of IS.•15658. on the prepared base course of specified CBR as per Table I of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5. I of IRC SP- 63) and filling up the gaps in between 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 as per CL No. 8.7 of IRC SP — 63(2018) With proper confinement of bedding and joint filling sand. compaction.levelling and filling up of the edge gap.80 mm thick.Grey
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Colour decorative
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Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). (ii) With bamboos of length above 2.00m and upto 2.50m
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G.S.T. @ 18.00%
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Labour Welfare CESS @ 1.00 % Please Enable Macros to View BoQ information
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