Rural Development And Panchayat Raj Department Tender

code04 - 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.. P No.7 I. No. 1.8 Vol-1

code05 - 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. P.no. 27 I.No.4.17 406 Vol-3

code06 - 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:383:2016, 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. P.No. 149 I.No. 16.27 1501

code07 - 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 P.17 No.3.6 305 , 305 Vol-3

code08 - 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. P.NO 17, I.No. 3.7 Vol-3

code09 - Stabilized Sub-base Base: Providing, Laying, Spreading and Compacting in-situ borrow area soil of CBR 5% mixed with 30% 40mm downsize crushed Aggregate. Application: 1 Rip and loosen soil with excavator tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. 2 Spread OPC Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. 3 Prepare and apply Chemical IRC Accreditation to achieve strength of minimum 4.5mpa mixed in OMC water 1000 ppm TDS on loose mix . Scarify the treated mix with rotavator. 4 .Compact the stabilized soil aggregate-cement base with 8 to 10 tonne vibratory roller to achieve the desired density and thickness.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications, Tri-party agreement,IRC SP:89 2018 & direction of Engineer-in-Charge.. P.NO 153, I.No. 16.35 Vol-3

code10 - Primer coat on Stabilized Soil surface. Providing and applying primer coat with bitumen emulsion SS-1 conforming to IS 8887 on prepared surface of stabilized soil including cleaning of surface and spraying primer at the rate of 1.0 kg m2 using mechanical means as per Technical Specification. P.NO 155, I.No. 16.39.1 502 Vol-3

code11 - Providing and laying Micro Surfacing Course Type II for traffic 1500CVPD with 6mm thickness as per IRC SP 81:2008 on existing structural sound & distressed pavement surface. It is to be applied over an existing pavement surface which is structurally sound, but the surface is showing signs of premature ageing, aggregate loss, high degree of polishing, oxidation hungry surface comprising of aggregates confirming to section 514 of MoRTH Specification. The Modified Bitumen Emulsion @ 10%, Filler cement @ 2%, Additive @ 0.5% and water as per requirement, aggregates as per Table 500-27. All these ingredients are mixed with required quantity of water to prepare semi fluid mass. The mix shall be spread mechanically using Microsurfacing Paver. The Cost includes cleaning of surface with Air compresser, laying and compacting to provide even riding surface and shall be rolling by Pneumatic Tyre Roller and ensure excessive movement does not occur, including cost of all materials, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting, etc complete as per technical specification. P.NO 44, I.No. 5.35 Vol-3

code12 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. P.8 I.No. Vol-011.4.1

code13 - RCC NP 2 600mm dia - - 600mm dia P.No.44, I.No.A 40

code14 - 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.. P No.7 I. No. 1.8 Vol-1

code15 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm 4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. P.15No.8.5 (XII) 60 Cm x 45 cm Rectangel Board