Restoration and repairing work of footpath from Gangasagar Ground to Cenatoph and from CAB Gate No.3 to Bankim Statue (Strand Road and Gostopal Sarani crossing) due to cutting by Electrical Department (PWD) during the year 2025-206

Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion

Supplying & laying in the specified pattern of interlocking concrete block pavement (ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS : 15658 : 2006) manufactured from BIS licence manufacturar, with spacer nib (Small producing profiles on the verticle face of a paver block used as a device for keeping mimimum jount 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 ration of length to thickness of paver block, as per Cl. No. 3.3 of IS : 15658) as per table 2 of IS : 15868 with flexural strength / breaking loan as per Annexure G of IS : 15868, on the prepared base course of specified CBR as per table 1 of IRC SP 63 (2018) or else as metioned in design & drawing with a cushion of compected bedding sand of 25-35 mm thick ( grading of bedding sand as per clause 6.5.1. of IRC SP-63) and filling up the gap in between paver blocks with joint filling sand (the grading of joint filling sand will be as per clause 6.5.2. of IRC SP 63) and completing the edge with cut blocks as per Cl. No. 8.7 of IRC SP - 63 (2018) with proper confinment of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 60 mm thick (ii) Coloured Decorative

Labour for taking out and laying 40 mm thk or 60 mm thk departmental (existing) interlocking designer Paver Blocks over the necessary underlay of 150 mm thk medium sand bed as per true line and level as per direction of Engineer-in-Charge.

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

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