Rural Development And Panchayat Raj Department Tender

code4 - KSRRB M300-59 2 Loosening levelling and compacting origial ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm 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 complete as per specifications. Case-II Compacting original ground supporting embankment.(which includes watering charges & compaction by vibratory roller) MORTH Specification with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code5 - 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

code6 - KSRRB M300-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 MORTH Specification with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code7 - 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 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 Spread OPC Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator Prepare and apply Chemical RCAccreditationto achieve strength of minimum 4.5mpa mixed in OMC water 1000 ppm TDS on loose mix . Scarify the treated mix with rotavator.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 892018 & direction of Engineer in Chargewith all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code8 - 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 WBM Grading I crushable screening with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code9 - 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 WBM Grading 2 crushable screening with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code10 - Providing and laying Seal Coat using VG30 Bitumen by Manual means by sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code11 - Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg m2 on Granular Surface MORTH Specification with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code12 - 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..MORTH Specification No with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code13 - 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 lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code14 - Providing and fixing of typical Logo board as per specifications and drawing Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm 450 mm below ground level Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawingRetro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code15 - Kilometre Stone 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 lifts loading & unloading charges including cost and conveyance of all materials labour equipments HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code16 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone ofstandard design as per IRC 8 1980 fixing in position including painting and printing etc 200 m stone (Precast) Hectometer Stone with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code17 - CD 1 Work Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m as per drawing and technical specifications including setting out, shoring, strutting, barricading, caution lights 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code18 - 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 with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code19 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitetrap/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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code20 - Providing and laying in position Cement Concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works & 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 & 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 lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code21 - Form work for Headwall Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & 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 & 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 lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code22 - 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 ackfilling, concrete and masonry works in head walls and parapets Clause with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer-in-charge of the work

code23 - 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 of All other type of structures with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code24 - CD 2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out shoring, strutting barricading caution lights 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code25 - 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 labourrolling,waterall materials,usage& all other appurtenaces required to complete the work

code26 - 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code27 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & 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 & 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 lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code28 - Form work for Headwall Providing and laying in position Cement Concrete for all Sub structures of building Irrigation works Sub structure works of bridges, Drain works & 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 & 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 lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work

code29 - 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 ackfilling, concrete and masonry works in head walls and parapets Clause with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer-in-charge of the work

code30 - 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 f. All other type of structures with all lead lifts loading & unloading charges including cost and conveyance of all materials labour equipments, HOM of machinary and other incidental charges required for successfull completion of work etc complete as per specifications and as per the directions of the Engineer in charge of the work