35/HDA/EC OF 2025 2026

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge a) upto 3 m depth. (i) With pumping out water including shoring as required. Ref:-PWD(R)-2018, Page No-284, Item No.-12.01(I)(a)(i)

Supplying and laying polythene sheet (150gm/sqm) in foundation trenches. Ref:-PWD(B)-2017-2018, Page No-47, Item No.-3

Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. C) PCC Grade M30 (i) Height upto 5m I) Using concrete Mixer Ref : Derived Rate.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (II) By Mechanical Means Bituminous Courses. Ref:-PWD(R)-18, Page no-235, Item no-2.14(II)

Supplying and Providing pakur stone and chips stone dust and speading and compacting the stone aggregates to WMM (Wet Mix Macadam) Sepecification including screening of aggregates and granular materials, mixing the materials in proper grading using Mechanical Mixer, adding water to achieve required O.M.C carrying the mix to work site using tipper truck within a lead of 10 KM. laying the mix materials in unform thickness over prepared surface rolling with 8 to 10 ton roller in stages to proper grade, camber, until the desired density is achieve including cost and carriage of all materials, machinary fuel and lubricants including incidental cost for lighting, guarding, barricading, making of earthen bundh to protect the edges, controlling trafic etc. as per direction of the Engineer-in-charge in cluding cost of quality control materials required per M3 of WMM Pakur Stone chips. (a) 0.396 Cum. of 26.50 mm, b) 0.264 Cum. of 13.2 mm, (c) 0.3564 Cum. of 5.6 mm. d) 0.3036 Cum. of Stone Dust.

Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with contrete grade as specified as per table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydrolic pressure (as per cl. no. 6.30 of IRC:SP:63(2018), from BIS sicense manufaturer, with pressure nib (Small protruding profiles on the verticle space of a paver block used as a device for keeping minimum joint gape in between the paving blocks, as per cl. no. 3.26 of IS:15658) and of specified size and shape with aspect ration ) the ratio of length to thickness of a paver blocks, as per sl. 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 lese as maintained in designed and drawing with a cushion of compected 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 joints filling sand (the grading of joint filling sand will be as per clause 6.5.2 of IRC SP-63) and completing the edgs with cut blocks as per cl. no. 8.7 of IRC SP.63(2018) with proper confinement of grading and joints filling sands, compaction, levelling and filling up the edge gap. 100 mm thick (gray). Grade-M50 Ref:-PWD(B)17-18, Page No-286, Item No-9, corrigenda No-12,Page-5,Dated-14.10.2020.

Supply, spreading and consolidating laterite boulder of 90 mm to 45 mm size in hard crust to requisite thickness (measured after compaction) in layers including screening of metal 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 meter width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including teh cost of all materials and hire and labur charges of all man and machineries and as per specification and direction of Engineer-in-charge. Ref:-Derrived Rate.

Providing and fixing typical citizen information board constructed with BFS, PCC, 250 mm & 125 mm brick wall (1:4) with necessary 15 mm thick plastering (1:4) & rule pointing, including supply & fixing of white marble stone (1100mm X 800mm X 18mm) with black colour engraved lettering as per the enclosed drawing. Ref:-Derrived Rate.