Rural Development And Panchayat Raj Department Tender

CSR_V3_pg n 9 I N 2.5 II A - 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 4removal and disposal of top organic soil not exceeding 150 mm in thickness. II) By Mechanical Means using Dozer a) In area of light jungle ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 17 I N 3.4 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 17 I N 3.7 - 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 andthen 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 charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V1_pg n 7 I N 1.7 - 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 @ Rs. 60.00/m3) ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 44 I N 5.35 - 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 ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 67 I N 8.16 iii - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 200 m stone (precast) ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 67 I N 8.16 ii - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 153 I N 16.35 - Stabilized Sub-base / Base: With nano technology: 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 ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 144 I N 16.8b - 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 ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 39 I N 5.19 - Providing, laying and rolling of Open-Graded Premix Carpet by Manual Means of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-30 grade bitumen or Emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical specification. ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.