10/HDA/EC OF 2026 2027

Pumping out water from ponds or tanks. Ref: Page-04, item no -8 of PWD(B)-2017.

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceding 1,500 mm. Ref: Page-02, item no -a of PWD(B)-2017.

Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. (With 100mm x 100mm mesh.) Ref: Page-336, item no -18.30 of PWD(R&B)-2017.

Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge.( supply of boulder) Ref: Derived Rate.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Ref: Page-42, item no -36,a of PWD(B)-2017.

Nominal Mix (1:2:4) cement concrete with graded stone chips (20 mm size) excluding shutting and reinforcement if any for road pavement (Pakur/Chandil Chips) Ref: Derived Rate.

Earth work in road embankment and construction of sub-grade in all sorts of chainage by obtaining carried earth from any distance depositing the same and compaction by hand rammer each layer of soil upto 25 cm. (loose) thick layers including breaking all clods, thoroughly watering, dressing cambering etc. filling deposition making sufficient number of benches on existing embankment, bailing out water, dressing side slope and crest to proper profile in accordance with the procedure of work as detailed in specification including stripping off the grass sods, weeds etc. and as per direction and satisfaction of Engineer-in-charge including up-rooting plants and jungles as when and where necessary. Ref: Derived Rate.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (II) By Machanical Means, Bituminous Courses Ref: Page-235, item no -2.14(II) of PWD(R)-2018.

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. Ref : Based on Rate Analysis.

Primer Coat. Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i) For WBM / WMM Surface (SS-I). (with primer @ 0.85 kg/sqm) Ref: Based on Rate Analysis.