| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1719493981000 | 0 | None | None | Roads | Construction of Approach Road from Honnali-Gorta (B) village to Basavkallyan and Bhalki taluka border in Basavkallyan taluka of Bidar District(Construction of Flexible Pavement) | 8567300.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3390255 | 119404 | None | Item No 2.4 (II-A) P.No 9 Vol-3 | 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. By Mechanical Means using Dozer a) Light Jungle with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Sqm | 4.13 | 4.13 | 4278.0 | False | None | None | False | None | False | 17668.14 | 0 | | 3390256 | 119404 | None | Item No 3.7, P.No 73 Vol-3 | Loosening, Levelling 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 Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 110.25 | 110.25 | 1707.75 | False | None | None | False | None | False | 188279.4375 | 0 | | 3390257 | 119404 | None | Item No 16.8 (B) P.No 144 Vol-3 | 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 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | m | 26.25 | 26.25 | 2300.0 | False | None | None | False | None | False | 60375.0 | 0 | | 3390258 | 119404 | None | Item No 1.12, P.No 8 Vol-I | 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 including cost of labour, tools, usage of machinery & other appurtenances required to complete the work with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 99.75 | 99.75 | 17.66 | False | None | None | False | None | False | 1761.585 | 0 | | 3390259 | 119404 | None | Item No 1.7 P.No 33 Vol-I | Construction of Embankment : Construction of embankment with approved material obtained Road Way Cutting and excavation from drain and foundation of other structures graded and compacted to meet requriement of Table 300.1 and 300.2 as per Technical Specification Clause 301 & 302 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 124.95 | 124.95 | 483.41 | False | None | None | False | None | False | 60402.0795 | 0 | | 3390260 | 119404 | None | Item No 1.8 P.No 34 Vol-I | 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 and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 497.7 | 497.7 | 4992.9 | False | None | None | False | None | False | 2484966.33 | 0 | | 3390261 | 119404 | None | Item No16.10 P.No 145 Vol-3 | 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 and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 1498.35 | 1498.35 | 1477.29 | False | None | None | False | None | False | 2213497.4715 | 0 | | 3390262 | 119404 | None | Item No 3.6 P.No 17 Vol-4 | Construction of Subgrade and Earthen Shoulders : Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 517.65 | 517.65 | 787.53 | False | None | None | False | None | False | 407664.9045 | 0 | | 3390263 | 119404 | None | Item No4.14 B (i-a) P.No 26 Vol-3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-upthe interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 2272.2 | 2272.2 | 352.73 | False | None | None | False | None | False | 801473.106 | 0 | | 3390264 | 119404 | None | Item No 4.14 B (II-b) P.No 26 Vol-3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 2526.3 | 2526.3 | 339.94 | False | None | None | False | None | False | 858790.422 | 0 | | 3390265 | 119404 | None | Item No5.1.A-I P.No 31 Vol-3 | Providing and applying primer coat with SSI grade Bitumen Emulsion on prepared surface of granual base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Sqm | 43.05 | 43.05 | 4532.5 | False | None | None | False | None | False | 195124.125 | 0 | | 3390266 | 119404 | None | Item No 5.4-II P.No 31 Vol-3 | Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Sqm | 14.7 | 14.7 | 4532.5 | False | None | None | False | None | False | 66627.75 | 0 | | 3390267 | 119404 | None | Item No5.19 P.No 39 Vol-3 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade 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 appropriate capacity not lss than 200 tonne per hour, laying and rolling with a smooth wheeled roller, finished to required level and grades with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Sqm | 156.45 | 156.45 | 4532.5 | False | None | None | False | None | False | 709109.625 | 0 | | 3390268 | 119404 | None | Item No 5.21 ( II) P No 39 Vol-3 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II Type B By Mechanical Means Bitumen S-65( I.No 5.11-Case-II/Type-B( II) with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Sqm | 54.6 | 54.6 | 4532.5 | False | None | None | False | None | False | 247474.5 | 0 | | 3390269 | 119404 | None | Item No 8.16 (ii) P No 67 Vol-3 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 3073.35 | 3073.35 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 | | 3390270 | 119404 | None | Item No 8.16 (iii) P No 67 Vol-3 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 884.1 | 884.1 | 4.0 | False | None | None | False | None | False | 3536.4 | 0 | | 3390271 | 119404 | None | Item No 8.5 (A-II) P No 64 Vol-3 | Providing and fixing of Retro-reflectorised Traffic Signs, mandatory and informatory sign board as per IRC.67 made of Encapsulapted Lens Type Reflective Sheeting vide clause 1701.2.3 Fifed Over alluminum Sheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75mmX 6mm firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x50x600 mm, 600 mm below ground level as per approved drawing and technical specification Clause 801 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 4918.2 | 4918.2 | 6.0 | False | None | None | False | None | False | 29509.2 | 0 | | 3390272 | 119404 | None | Item No 8.7 P No 65 Vol-4 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. (1.2mts X 0.75Mts) Place Identification Board with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Sqm | 9460.5 | 9460.5 | 3.6 | False | None | None | False | None | False | 34057.8 | 0 | | 3390273 | 119404 | None | Item approved by KKRDB | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701 KKRDB Main information Board with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Nos | 6000.0 | 6000.0 | 2.0 | False | None | None | False | None | False | 12000.0 | 0 | | 3390274 | 119404 | None | Item No 8.15 P No 67 Vol-3 | Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 other incidental charges wherever necessary for successful completion of work with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Sqm | 556.5 | 556.5 | 230.0 | False | None | None | False | None | False | 127995.0 | 0 | | 3390275 | 119404 | None | Item No 8.18 P No 67 Vol-3 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 785.4 | 785.4 | 52.0 | False | None | None | False | None | False | 40840.8 | 0 |
| | 1719493981000 | 0 | None | None | Roads | Construction of Approach Road from Honnali-Gorta (B) village to Basavkallyan and Bhalki taluka border in Basavkallyan taluka of Bidar District (Construction of 5 Vents 1000mm Dia LLC) | 2731570.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3390276 | 119405 | None | Item No 2.4 (II-A) P.No 9 Vol-3 | 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. By Mechanical Means using Dozer In ordinary Soil upto 1.5 m depth with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Sqm | 4.13 | 4.13 | 720.0 | False | None | None | False | None | False | 2973.6 | 0 | | 3390277 | 119405 | None | Item No 1.14.1 P.No Vol-1 | 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 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 107.1 | 107.1 | 516.02 | False | None | None | False | None | False | 55265.742 | 0 | | 3390278 | 119405 | None | Item No 1.8 P.No 34 Vol-I | 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 and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 497.7 | 497.7 | 207.03 | False | None | None | False | None | False | 103038.831 | 0 | | 3390279 | 119405 | None | Item No 2.1.3, P.No 15 Vol-I | 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 and down size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 17.87 | False | None | None | False | None | False | 112374.6015 | 0 | | 3390280 | 119405 | None | Item No 2.4.1 P.No 73 Vol-I | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel M15 Design Mix Using 20 mm and down size graded crushed coarse
aggregates | Cum | 7262.14 | 7262.14 | 164.45 | False | None | None | False | None | False | 1194258.923 | 0 | | 3390281 | 119405 | None | Item No NO.16.15 A P.No 146 Vol-3 | 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 parapet clause 1106 (B) 1200 mm dia with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | m | 8846.25 | 8846.25 | 50.0 | False | None | None | False | None | False | 442312.5 | 0 | | 3390282 | 119405 | None | Item No 4.2(b-1) 16.10 P.No 23 Vol-3 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 By Mix in Place Method with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 2476.24 | 2476.24 | 23.15 | False | None | None | False | None | False | 57324.956 | 0 | | 3390283 | 119405 | None | Item No 4.14 B (II-b) P.No 26 Vol-3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 2526.3 | 2526.3 | 17.49 | False | None | None | False | None | False | 44184.987 | 0 | | 3390284 | 119405 | None | Item No 16.27 P.No 148 Vol-3 | 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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), complete. with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 7228.11 | 7228.11 | 54.0 | False | None | None | False | None | False | 390317.94 | 0 | | 3390285 | 119405 | None | Item No 14.1 A P.No 129 Vol-3 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 2007.6 | 2007.6 | 13.32 | False | None | None | False | None | False | 26741.232 | 0 | | 3390286 | 119405 | None | Item No 14.4 A P.No 129 Vol-3 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 2007.6 | 2007.6 | 73.5 | False | None | None | False | None | False | 147558.6 | 0 | | 3390287 | 119405 | None | Item No 8.18 P No 67 Vol-3 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Each | 785.4 | 785.4 | 92.0 | False | None | None | False | None | False | 72256.8 | 0 | | 3390288 | 119405 | None | Item No 2.11 P.No 18 Vol-1 | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery,labour,cleaning traighting,cutting, bending, hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | t | 82961.55 | 82961.55 | 1.0 | False | None | None | False | None | False | 82961.55 | 0 |
| | 1719493981000 | 0 | None | None | Roads | Construction of Approach Road from Honnali-Gorta (B) village to Basavkallyan and Bhalki taluka border in Basavkallyan taluka of Bidar District (Construction of 1 Vent 750mm dia field CD work 10 Nos) | 452907.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3390289 | 119406 | None | Item No NO.16.15 (c) P.No 146 Vol-3 | 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 1106 750 mm dia with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | m | 3501.75 | 3501.75 | 75.0 | False | None | None | False | None | False | 262631.25 | 0 | | 3390290 | 119406 | None | Item No 1.8 P.No 34 Vol-I | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 497.7 | 497.7 | 273.4 | False | None | None | False | None | False | 136071.18 | 0 | | 3390291 | 119406 | None | Item No 14.4 A P.No 129 Vol-3 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I) Stone/Boulder with all lead and lifts including loading and unloading as per the direction of the Engineer in-charge of the work. | Cum | 2007.6 | 2007.6 | 27.0 | False | None | None | False | None | False | 54205.2 | 0 |
|
|
|---|