Rural Development And Panchayat Raj Department Tender

004 - 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

005 - 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

006 - 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

007 - 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

008 - Wet Mix Macadam (Plant Mix Method) : 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 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 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using 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

010 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface 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 and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the 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

012 - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade 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 - 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

014 - 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

015 - 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

016 - 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

017 - 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. 750 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

018 - 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

019 - 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

020 - 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