| 1724916023000 | 1 | None | None | Roads | Construction of Bitumen Road from Hujaratti Tota to Gokak Haddi Tota (0.00Km to 1.00Km) in Goraguddi Village Yaragatti Taluk | 3381972.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3877036 | 148772 | None | code1 | Road Work KSRRB 201 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. II. By Mechanical Means:A. In area of light jungle. 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 | Sqm | 412.65 | 412.65 | 35.17 | False | None | None | False | None | False | 14512.9005 | 0 | | 3877037 | 148772 | None | code2 | 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 Mechanical Means 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 | Mtr | 26.25 | 26.25 | 1330.0 | False | None | None | False | None | False | 34912.5 | 0 | | 3877038 | 148772 | None | code3 | 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 No. 201Schedule of Rates 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 | Cum | 110.25 | 110.25 | 498.75 | False | None | None | False | None | False | 54987.1875 | 0 | | 3877039 | 148772 | None | code4 | 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 No. 201Schedule of Rates 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 | Cum | 517.65 | 517.65 | 931.0 | False | None | None | False | None | False | 481932.15 | 0 | | 3877040 | 148772 | None | code5 | 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, 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 | Cum | 1498.35 | 1498.35 | 332.5 | False | None | None | False | None | False | 498201.375 | 0 | | 3877041 | 148772 | None | code6 | Grading-I (63 mm to 45 mm) :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 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 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 | Cum | 2649.15 | 2649.15 | 187.03 | False | None | None | False | None | False | 495470.5245 | 0 | | 3877042 | 148772 | None | code7 | Grading-II (53 mm to 22.4 mm) 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 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 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 | Cum | 2575.65 | 2575.65 | 187.03 | False | None | None | False | None | False | 481723.8195 | 0 | | 3877043 | 148772 | None | code8 | 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.MORTH Specification No. 201Schedule of Rates 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 | Sqm | 43.05 | 43.05 | 2493.75 | False | None | None | False | None | False | 107355.9375 | 0 | | 3877044 | 148772 | None | code9 | 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 No. 201Schedule of Rates 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 | Sqm | 14.7 | 14.7 | 2493.75 | False | None | None | False | None | False | 36658.125 | 0 | | 3877045 | 148772 | None | code10 | Providing and laying surface dressing as wearing course in singlecoat using crushed stone aggregates of specified size on a layerof bituminous binder VG-30 laid on prepared surface and rollingwith 8-10 t smooth wheeled steel roller Case-II 13mm nominal size chipping 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 | Cum | 84.0 | 84.0 | 2493.75 | False | None | None | False | None | False | 209475.0 | 0 | | 3877046 | 148772 | None | code11 | 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 preparedbase, including mixing in a suitable plant, laying and rollingwith a three wheel 8-10 kN static roller and finishing torequired level and grades 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 | Cum | 238.35 | 238.35 | 2493.75 | False | None | None | False | None | False | 594385.3125 | 0 | | 3877047 | 148772 | None | code12 | 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 | No | 10784.55 | 10784.55 | 1.0 | False | None | None | False | None | False | 10784.55 | 0 | | 3877048 | 148772 | None | code13 | CD 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 | Cum | 107.1 | 107.1 | 28.5525 | False | None | None | False | None | False | 3057.97275 | 0 | | 3877049 | 148772 | None | 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. | Cum | 497.7 | 497.7 | 29.1192 | False | None | None | False | None | False | 14492.62584 | 0 | | 3877050 | 148772 | None | code15 | 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 | Cum | 6288.45 | 6288.45 | 6.03 | False | None | None | False | None | False | 37919.3535 | 0 | | 3877051 | 148772 | None | code16 | 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 | Cum | 6639.15 | 6639.15 | 19.4071 | False | None | None | False | None | False | 128846.647965 | 0 | | 3877052 | 148772 | None | code17 | 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 | Cum | 531.13 | 531.13 | 19.4071 | False | None | None | False | None | False | 10307.693023 | 0 | | 3877053 | 148772 | None | code18 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed concrete pipe 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, backfilling, concrete and masonry works in head walls and parapets. ii. 1200 mm dia 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 | m | 8846.25 | 8846.25 | 15.0 | False | None | None | False | None | False | 132693.75 | 0 | | 3877054 | 148772 | None | code19 | 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 | Tonne | 82961.55 | 82961.55 | 0.4129 | False | None | None | False | None | False | 34254.823995 | 0 |
|