WBHIDCO/AE-III/GM E-II/Roads/NIT-03/2026-2027

Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50 m and initial lift of 1.5 m. (Mode of measurement: pre works and post works) i. In ordinary soil.

Extra for manual compaction of earth by rammers /hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).

Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.

Providing, laying, spreading & 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 & camber, applying & brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading & making necessary earthen bundh of one metre width on each side & preparing the bed by necessary cutting or filling including cost of all materials & hire & labour charges of all men & machinery & compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). iii. Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means.

Re-laying existng good condition paver block with necessary sand cusion of 25 mm thick (avg.) underneath and setting of interlocking block in true line and level matching with existing blocks complete and as per direction of EIC.

Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks ( 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 spaccer nib ( Small protruding profiles on the vertical face of a 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 of a paver 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 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 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 with proper confinement of bedding and joint filling sand,compaction,levelling and filling up of the edge gap. 80 mm thick Colour Decorative

Add @18% GST (As applicable)

Add @1% Cess