Public Works Roads Department Tender

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, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.

Supplying, spreading and compacting Silver Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curingwith water as per direction, mending cracks and depressions by ramming wherever necessary.

Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :

)Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavement (ICBP) with concrete grade as specified as per Table I 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 license manufacturer, with spacer nib (small Protruding Profile on the vertical face of a paver block used as device for keeping minimum joint 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 lenght of thickness of apever block, as per 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 og specefied CBR of as per table 1 of IRC SP : 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand asv per clause 6.5.1 of IRC SP-63) and filling up the gaps in between in between pever Blocks with joint filling sand (the grading of the joint filling sand will be as per Cl. No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand,compaction,levelling and fillng up of the edge gap. 100 mm thick Grey

GST @ 18.00% over Sl. No. 1 to Sl. No. 7

LWC @ 1.00% over Sl. No. 1 to Sl. No. 8