NIT02SlNo1_3OF2026-27OFEENHDII

Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. Above 100 mm thick.

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

Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. PCC Grade M30,Using concrete mixer

Supplying and 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 in still mould clamped to a vibrating table by hydraulic pressure (as per cl. No. 6.30 of IRC : SP: 63 (2018), from BIS licensee manufacture, with spacer nib (small protruding profiles on the vertical face of a paver block used as a devise for keeping minimum joint gap in between the paving blocks, as per CI. 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 CI. 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 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 grading sand as per clause 6.5.1 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 CI. No. 8.7 of IRC SP -63(2018) with proper confinement of bedding and joint filling sand, Compaction, leveling and filling up of the edge gap. 100mm thick ,Grey

GST @ 18%

Labour Welfare Cess @ 1%