| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722098126000 | 0 | None | None | Other Works | P-1Construction of CC Drain, CD & Road in Bhagyanagar TP Limits. 1) | 281991.56 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3635560 | 132230 | None | code01 | 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 | 254.1 | 254.1 | 24.375 | False | None | None | False | None | False | 6193.6875 | 0 | | 3635561 | 132230 | None | code02 | 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 | Cum | 5947.2 | 5947.2 | 5.95 | False | None | None | False | None | False | 35385.84 | 0 | | 3635562 | 132230 | None | code03 | 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 Canal & Allied Works. | t | 82961.55 | 82961.55 | 1.02 | False | None | None | False | None | False | 84620.781 | 0 | | 3635563 | 132230 | None | code04 | 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 | Cum | 6955.3 | 6955.3 | 17.805 | False | None | None | False | None | False | 123839.1165 | 0 | | 3635564 | 132230 | None | code05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | Cum | 168.0 | 168.0 | 14.56 | False | None | None | False | None | False | 2446.08 | 0 | | 3635565 | 132230 | None | code06 | 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 Ref. to MoRT&H : IRC 305 | Cum | 517.65 | 517.65 | 57.0 | False | None | None | False | None | False | 29506.05 | 0 |
| | 1722098126000 | 0 | None | None | Other Works | P-1Construction of CC Drain, CD & Road in Bhagyanagar TP Limits. (Road) | 484222.49 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3635566 | 132231 | None | code01 | 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. Ref. to MoRT&H : IRC 305.3.4 | Cum | 110.25 | 110.25 | 39.6 | False | None | None | False | None | False | 4365.9 | 0 | | 3635567 | 132231 | None | code02 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. | Cum | 95.55 | 95.55 | 118.8 | False | None | None | False | None | False | 11351.34 | 0 | | 3635568 | 132231 | None | code03 | 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 Ref. to MoRT&H : IRC 305 | Cum | 517.65 | 517.65 | 79.2 | False | None | None | False | None | False | 40997.88 | 0 | | 3635569 | 132231 | 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 A Plant Mix Method (v) For Grading -V Material Ref. to MoRT&H : IRC 401 | Cum | 2611.35 | 2611.35 | 37.125 | False | None | None | False | None | False | 96946.36875 | 0 | | 3635570 | 132231 | 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. Plant Mix Method Ref. to MoRT&H : IRC 406 | Cum | 2686.95 | 2686.95 | 37.125 | False | None | None | False | None | False | 99753.01875 | 0 | | 3635571 | 132231 | None | code06 | 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.( Vol III Page no: 31 item no: 5.1 A) | Sqm | 43.05 | 43.05 | 371.25 | False | None | None | False | None | False | 15982.3125 | 0 | | 3635572 | 132231 | None | code07 | 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 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the requiredgrade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired ompaction(Vol III Page no: 32 item no: 5.6C) | Cum | 7835.1 | 7835.1 | 18.5625 | False | None | None | False | None | False | 145439.04375 | 0 | | 3635573 | 132231 | None | code08 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (Vol III Page no 31 , Item no 5.3) | Sqm | 12.6 | 12.6 | 371.25 | False | None | None | False | None | False | 4677.75 | 0 | | 3635574 | 132231 | None | code09 | Mix Seal Surface (MSS) using 8% Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 % Replaced by weight of bitumen) 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 Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification. PWD SR2023-24 (Vol III Page no:154 item no.16.37) | Sqm | 174.3 | 174.3 | 371.25 | False | None | None | False | None | False | 64708.875 | 0 |
|
|
|---|