Rural Development And Panchayat Raj Department Tender

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in oundation/Substructure/Superstructure complete as per Drawing and Technical Specifications. (P.No.71, I.No.9.3) (Volume No -3) Revised Rate In Date 07.04.2022

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposalof unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer (A) In area of light jungle with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer-in-charge of the work

Construction of unlined surface drains of average crosssectionalarea 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer-in-charge of the work

Scarifying existing granular surface to a depth of 50 mm by manual means disposal of scarified material with a lift upto 3 and leads upto 1000 m as per technical specification. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer-in-charge of the work

Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer-in-charge of the work

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling,water, all materials, usage & all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer-in-charge of the work

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer-in-charge of the work

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer-in-charge of the work

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer-in-charge of the work