Rural Development And Panchayat Raj Department Tender

004 - 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 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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

005 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Manual Means In area of light jungle including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

006 - 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 including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

007 - Construction of unlined surface drains of average crosssectional area 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. Mechanical Means including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

008 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

009 - 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 including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

010 - 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 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 and compacting to the required density By Manual Means Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

011 - 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 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 and compacting to the required density By Manual Means Grading-II (53 mm to 22.4 mm) Using Screening Crushable type such as Moorum or Gravel including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

012 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border or messages or symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

013 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

014 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

015 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000 mm dia including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

016 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

017 - Appendix I Additionalities for Formwork, Centering - Foundation, Sub structure of Cross drainages-35% including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work

018 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m complete the work as per technical specification and direction of engineer in charge of work