| 1721729405000 | 0 | None | None | Roads | Construction of Road and drain in tammenahalli main road to prakash house and ganapathinagara annayappa house to raju house and construction of drain in viveshwaraiah layout hallaji house to dhanpal house in limits of TMC Chikkabanavara | 2329311.68 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3591148 | 130700 | None | code01 | 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. ( PWD SR 2023-24 Vol:1 P.NO.8 I.No:1.12 ) | Cum | 97.85 | 97.85 | 122.4 | False | None | None | False | None | False | 11976.84 | 0 | | 3591149 | 130700 | None | code02 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1) | Cum | 87.55 | 87.55 | 288.15 | False | None | None | False | None | False | 25227.5325 | 0 | | 3591150 | 130700 | None | code03 | Compacting original ground supporting embankment 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 Table 300-2 for embankment construction. (PWD SR 2023-24 Vol:3 P.NO.15 I.No:3.7) | Cum | 108.15 | 108.15 | 122.4 | False | None | None | False | None | False | 13237.56 | 0 | | 3591151 | 130700 | None | code04 | 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 For Grading -V Material (PWD SR 2023-24 Vol:3 P.NO.19 I.No: 4.1) | Cum | 2562.64 | 2562.64 | 81.6 | False | None | None | False | None | False | 209111.424 | 0 | | 3591152 | 130700 | None | code05 | 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. (PWD SR 2023-24 Vol:3 P.NO.26 I.No: 4.17) | Cum | 2635.77 | 2635.77 | 122.4 | False | None | None | False | None | False | 322618.248 | 0 | | 3591153 | 130700 | None | code06 | Prime Coat over WMM/WBM 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. (PWD SR 2023-24 Vol:3 P.NO.31 I.No: 5.1 A (i)) | Sqm | 42.23 | 42.23 | 816.0 | False | None | None | False | None | False | 34459.68 | 0 | | 3591154 | 130700 | None | code07 | 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 bituminous surface cleaned with mechanical broom PWD SR 2023-24 Vol:3 P.NO.31 I.No: 5.3 (i) | Sqm | 12.36 | 12.36 | 816.0 | False | None | None | False | None | False | 10085.76 | 0 | | 3591155 | 130700 | None | code08 | Bituminous Macadam Grading - II for traffic 20 MSA 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 @ 3.4% 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 (PWD SR 2023-24 Vol:3 P.NO.32 I.No: 5.8 ii (C)) | Cum | 7967.05 | 7967.05 | 40.8 | False | None | None | False | None | False | 325055.64 | 0 | | 3591156 | 130700 | None | code09 | 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. PWD SR 2023-24 Vol:3 P.NO.43 I.No: 5.31) | Cum | 10456.56 | 10456.56 | 20.4 | False | None | None | False | None | False | 213313.824 | 0 | | 3591157 | 130700 | None | code10 | Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (PWD SR 2023-24 Vol:3 P.NO.66 I.No: 8.14 ) | Sqm | 147.29 | 147.29 | 32.0 | False | None | None | False | None | False | 4713.28 | 0 | | 3591158 | 130700 | None | code11 | 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 PWD (PWD SR 2023-24 Vol:1 P.NO.8 I.No:1.14) | Cum | 105.06 | 105.06 | 165.75 | False | None | None | False | None | False | 17413.695 | 0 | | 3591159 | 130700 | None | code12 | 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 (as per specification. 2023-24 Vol:1 P.NO.15 I.No:2.1.3) | Cum | 6168.67 | 6168.67 | 25.5 | False | None | None | False | None | False | 157301.085 | 0 | | 3591160 | 130700 | None | code13 | 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 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (as per specification. PWD SR 2023-24 Vol:1 P.NO.17 I.No:2.4.2 ) | Cum | 6512.69 | 6512.69 | 60.0 | False | None | None | False | None | False | 390761.4 | 0 | | 3591161 | 130700 | None | code14 | As per recommendations of Technical working group, rates for formwork (Centring, Shruttering and Scaffholding) shall be added on percentage basis to the finished concrete item rate. For drain form works consider 35% (as per specification. PWD SR 2023-24 Vol:2 P.NO.A-7 I.No: 22-2) | Cum | 2279.44 | 2279.44 | 60.0 | False | None | None | False | None | False | 136766.4 | 0 | | 3591162 | 130700 | None | code15 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm -3ply wired steel @2.00 Kg/m2, slabs joined in CM 1:3 proportion and newlt finished including providing holes in the cover slabs wherver necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. (as per specification. PWD SR 2023-24 Vol:2 P.NO.176 I.No: 17.12 ) | Sqm | 955.84 | 955.84 | 240.0 | False | None | None | False | None | False | 229401.6 | 0 | | 3591163 | 130700 | None | code16 | 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. (PWD SR 2023-24 Vol:1 P.NO.181 I.No:2.11h ) | Tonne | 81381.33 | 81381.33 | 2.8 | False | None | None | False | None | False | 227867.724 | 0 |
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