Public Works Roads Department Tender

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank 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. Depth up to 300 mm.

Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm). Manual Means

Supplying and laying in the specified pattern of the interlocking concrete paver block (ICPB) with concrete blocks (With concrete grade as per specified as per Table- 1 of IS 15658: 2006) manufactured in steel Mould clamed to a vibrating table by hydraulic pressure (as per clause no- 6.30 of IRC: SP: 63 (2018) from BIS licencee manufacturer with spacer nib (small protruding profiles on the vertical face of a paver block as a device for keping minimum joint gap in between paving blocks as per clause no- 3.26 of IS: 15658) and of specified size and shape with aspect ratio (the ratio of length to thickness of a paver block, as per clause no- 3.3 of IS: 15658) as per table -2 of IS : 15658 with flextural strength/ breking load as per Annexure -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 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC: SP- 63 and filling up the gaps in betwen paver blocks with joint filling (the grading of joint filling sand will be as per clause 6.3.2 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 beeding with joint filling sand, compaction, levelling and filling up of the edge gap. 80 mm Thick. Grey