Rural Development And Panchayat Raj Department Tender

code04 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. 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 and lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code05 - Appendix 1 - Additionalities for Formwork Centering With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code06 - Steel Fabrication 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. With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code07 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE Grade PE80-PN6.0, 90mm dia With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code08 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code09 - 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 and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code10 - 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. (Royalty shall be recovered at Rs. 60.00/m3) With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code11 - 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 and all other appurtenaces required to complete the work With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code12 - Granular Sub-base - Grading III: Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code13 - 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. With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code14 - 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 and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code15 - 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 Mechanical Means using Dozer In area of light jungle With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code16 - Construction of Subgrade and Earthen Shoulders 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 and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code17 - Prime Coat over WMM/WBM 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. With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code18 - Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code19 - Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% 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 With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code20 - Mix Seal Surfacing Providing, laying and rolling of Close-Graded Premix Carpet (OGPC) surfacing material by Manual Means of 20 mm thickness composed 13.2 mm to 0.9 mm (Type-B) aggregates using VG30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code21 - Surface Drains in Soil 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. With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work

code22 - 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 / messages / 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 and MoRTH specification 804 With all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard technical details specification and design and direction of the Engineer in charge of the work