| 1720438475000 | 0 | None | None | Roads | EXTENSION AND CONSTRUCTION OF BITUMINOUS ROAD CONNECTING BETWEEN JAWALI ( D) TO HITTALSIROOR VILLAGE, (KM 3.36 TO 5.60 KM) UNDER AMARJA PROJECT IN ALAND TALUK, KALABURGI DISTRICT. | 21175452.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3483567 | 124494 | None | 001 | Clearing and Grubbing Road Land. 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.
| Sqm | 412.65 | 412.65 | 98.75 | False | None | None | False | None | False | 40749.1875 | 0 | | 3483568 | 124494 | None | 002 | 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.
| Cum | 99.75 | 99.75 | 4.47 | False | None | None | False | None | False | 445.8825 | 0 | | 3483569 | 124494 | None | 003 | 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.
| Cum | 110.25 | 110.25 | 1649.125 | False | None | None | False | None | False | 181816.03125 | 0 | | 3483570 | 124494 | None | 004 | 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.
| Cum | 99.75 | 99.75 | 2221.875 | False | None | None | False | None | False | 221632.03125 | 0 | | 3483571 | 124494 | None | 005 | 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. If the height of embankment construction is more than 1.50 m add 5percent per cum for every 1.50 m height or part there off Deduct 5 percent per cum if rollers are not used and tamping is done manually Add 8 percent per cum for works under foul & sullage situation
| Cum | 497.7 | 497.7 | 2047.0 | False | None | None | False | None | False | 1018791.9 | 0 | | 3483572 | 124494 | None | 006 | Construction of Subgrade and Earthen ShouldersConstruction 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
| Cum | 517.65 | 517.65 | 6581.69 | False | None | None | False | None | False | 3407011.8285 | 0 | | 3483573 | 124494 | None | 007 | By Mix in place MethodConstruction of Granular Sub-Base of required grading as per design mixing in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material
| Cum | 2476.95 | 2476.95 | 1881.187 | False | None | None | False | None | False | 4659606.13965 | 0 | | 3483574 | 124494 | None | 008 | A 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.
| Cum | 2686.95 | 2686.95 | 1666.406 | False | None | None | False | None | False | 4477549.6017 | 0 | | 3483575 | 124494 | None | 009 | 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 0.90 kg per m2 using mechanical means.
| Sqm | 43.05 | 43.05 | 7406.25 | False | None | None | False | None | False | 318839.0625 | 0 | | 3483576 | 124494 | None | 010 | Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bitumenous surface cleaned with mechanical broom
| Sqm | 12.6 | 12.6 | 7406.25 | False | None | None | False | None | False | 93318.75 | 0 | | 3483577 | 124494 | None | 011 | Bituminous Macadam Grading - II for traffic less than 20 MSA C) 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 @ 3.4percent 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 compaction
| Cum | 8044.05 | 8044.05 | 370.3125 | False | None | None | False | None | False | 2978812.265625 | 0 | | 3483578 | 124494 | None | 012 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.
| Cum | 10659.6 | 10659.6 | 185.1562 | False | None | None | False | None | False | 1973691.02952 | 0 | | 3483579 | 124494 | None | 013 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
| Sqm | 10187.1 | 10187.1 | 0.72 | False | None | None | False | None | False | 7334.712 | 0 | | 3483580 | 124494 | None | 014 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes
| Sqm | 556.5 | 556.5 | 533.25 | False | None | None | False | None | False | 296753.625 | 0 | | 3483581 | 124494 | None | 015 | 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
| Cum | 107.1 | 107.1 | 75.6 | False | None | None | False | None | False | 8096.76 | 0 | | 3483582 | 124494 | None | 016 | 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 If the height of embankment construction is more than 1.50 m add 5percent percum for every 1.50 m height or part there off Deduct 5percent percum if rollers are not used and tamping is done manually Add 8percent percum for works under foul & sullage situation
| Cum | 497.7 | 497.7 | 363.56 | False | None | None | False | None | False | 180943.812 | 0 | | 3483583 | 124494 | None | 017 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
| Cum | 6288.45 | 6288.45 | 7.97 | False | None | None | False | None | False | 50118.9465 | 0 | | 3483584 | 124494 | None | 018 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, includingall lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6601.35 | 6601.35 | 100.15 | False | None | None | False | None | False | 661125.2025 | 0 | | 3483585 | 124494 | None | 019 | Additionalitiesfor Form Work and Centring, & Scaffolding charges for CD'S Head Wall
| Cum | 528.11 | 528.11 | 100.15 | False | None | None | False | None | False | 52890.2165 | 0 | | 3483586 | 124494 | None | 019 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1200mm. dia
| Mtr | 8846.25 | 8846.25 | 20.0 | False | None | None | False | None | False | 176925.0 | 0 | | 3483587 | 124494 | None | 020 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. 1200mm. dia
| Mtr | 17841.6 | 17841.6 | 10.0 | False | None | None | False | None | False | 178416.0 | 0 | | 3483588 | 124494 | None | 021 | 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.
| Tonne | 90754.65 | 90754.65 | 2.1 | False | None | None | False | None | False | 190584.765 | 0 |
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