Rural Development And Panchayat Raj Department Tender

code04 - Construction of Embankment by excavating the available approved ravel/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 requirementcomplete as per specifications, including cost of our,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with all lead and lift complete as per the directions of engineer incharge of the work

code05 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lift and lead transporting to site, spreading, grading for required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1 with all lead and lift complete as per the directions of engineer incharge of the work

code06 - 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 2023-24 with all lead and lift complete as per the directions of engineer incharge of the work

code07 - 5.1 502 A Prime Coat over WMM/WBM (i) 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 complete as per the directions of engineer incharge of the work

code08 - 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 compactionwith all lead and lift complete as per the directions of engineer incharge of the work

code09 - Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09mm (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. TYPE-B (II)Bitumen(S-65) with all lead and lift complete as per the directions of engineer incharge of the work

code10 - 16.27 1501 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.with all lead and lift complete as per the directions of engineer incharge of the work

code11 - Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with 30% crushed aggregate / moorum / GSB Grade 2 as per mix design.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 Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. (3) Prepare and apply 1 kg /cum organosilane anotechnology(Terrasil) and 1 kg/cum acrylic copolymer 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, usage charges of machinery etc. as per MoRD specifications & direction of Engineer-inCharge with all lead and lift complete as per the directions of engineer incharge of the work

code12 - Microsurfacing as per IRC SP 81:2008IRC 81:2008Providing and laying Micro Surfacing Course Type II for traffic1500CVPD with 6mm thickness as per IRC SP 81:2008 onexisting structural sound & distressed pavement surface. (It is tobe applied over an existing pavement surface which is structurallysound, 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 MoRTHSpecification. The Modified Bitumen Emulsion @ 10%, Fillercement @ 2%, Additive @ 0.5% and water as per requirement,aggregates as per Table 500-27. All these ingredients are mixedwith required quantity of water to prepare semi fluid mass. Themix shall be spread mechanically using Microsurfacing Paver. TheCost includes cleaning of surface with Air compresser, laying andcompacting to provide even riding surface and shall be rolling byPneumatic Tyre Roller and ensure excessive movement doesnot occur, including cost of all materials, labour, usage charges ofmachinery, lead, lifts, loading, unloading, stacking, transporting, etc complete as per technical specification.m2 163.00Note Avoid placement in Hot weather if there is potential for flushingwith all lead and lift complete as per the directions of engineer incharge of the work

code13 - Supplying and fixig solar street lighting system 12v/30W of operational 12hours with minimum of 2days autonomy the capacity of 18v/60WP SPV mono crystaline silicon type.12.8v/24Ah Battery capacity and 12V/5 Amps with Battery management system. Back up 12 hours per day G1 pole of 7m height and 74mm outer dia and 180 ft semi circular area coverage of each system guarantee for solar module is ten years and guarantee for the battery is 2 years gurantee for the complete system should be miniumum of 1 year including cost of installation with all lead, lift machinery, labour, transportation, and Commisioning as per engineer in charges etc.,