| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1721893892000 | 0 | None | None | Other Works | P-2Providing and Laying UPVC Pipeline in Ward No.04&08, 2Providing and Laying of Pavers in Ward No.07&13. 3Construction of Road in Ward No.15 in Yelburga TP Limit. (SC Category) (W.No. 04&08) | 338371.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3617556 | 131437 | None | code01 | Dismantling of cement concrete pavement by mechanical means
using pneumatic tools, breaking to pieces not exceeding 0.02 m3
in volume and stock piling at designated locations and disposal of
dismantled materials and stacking serviceable and unserviceable
materials separately | Cum | 591.15 | 591.15 | 24.3 | False | None | None | False | None | False | 14364.945 | 0 | | 3617557 | 131437 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 121.5 | False | None | None | False | None | False | 33424.65 | 0 | | 3617558 | 131437 | None | code03 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia Pipes | m | 180.6 | 180.6 | 360.0 | False | None | None | False | None | False | 65016.0 | 0 | | 3617559 | 131437 | None | code04 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. | Cum | 271.95 | 271.95 | 121.5 | False | None | None | False | None | False | 33041.925 | 0 | | 3617560 | 131437 | None | code05 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately ) | Cum | 7112.7 | 7112.7 | 24.3 | False | None | None | False | None | False | 172838.61 | 0 | | 3617561 | 131437 | None | code06 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | Each | 785.4 | 785.4 | 2.0 | False | None | None | False | None | False | 1570.8 | 0 | | 3617562 | 131437 | None | code07 | P.T.M.T. Bib cock with nozzle 15mm | No | 157.5 | 157.5 | 2.0 | False | None | None | False | None | False | 315.0 | 0 | | 3617563 | 131437 | None | code08 | To Cross th National Highway Horizontal Direction Drilling is Required. | m | 900.0 | 900.0 | 12.0 | False | None | None | False | None | False | 10800.0 | 0 | | 3617564 | 131437 | None | code09 | Valves and Other Specials, MS Pipe Welding Required, as per the site conditions and as per the directions of the Engineer in-charge. | No | 3500.0 | 3500.0 | 2.0 | False | None | None | False | None | False | 7000.0 | 0 |
| | 1721893892000 | 0 | None | None | Other Works | P-2Providing and Laying UPVC Pipeline in Ward No.04&08, 2Providing and Laying of Pavers in Ward No.07&13. 3Construction of Road in Ward No.15 in Yelburga TP Limit. (SC Category) (W.No. 07&13) | 329989.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3617565 | 131438 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 12.6 | False | None | None | False | None | False | 3201.66 | 0 | | 3617566 | 131438 | None | code02 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) | Sqm | 1121.4 | 1121.4 | 250.2 | False | None | None | False | None | False | 280574.28 | 0 | | 3617567 | 131438 | None | code03 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6555.15 | 6555.15 | 7.05 | False | None | None | False | None | False | 46213.8075 | 0 |
| | 1721893892000 | 0 | None | None | Other Works | P-2Providing and Laying UPVC Pipeline in Ward No.04&08, 2Providing and Laying of Pavers in Ward No.07&13. 3Construction of Road in Ward No.15 in Yelburga TP Limit. (SC Category) (W.No. 15) | 176461.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3617568 | 131439 | None | code01 | Compacting original ground supporting embankment: 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 | 48.6 | False | None | None | False | None | False | 5358.15 | 0 | | 3617569 | 131439 | None | code02 | 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,allmaterials,usage& all other appurtenaces required
to complete the work. | Cum | 497.7 | 497.7 | 97.2 | False | None | None | False | None | False | 48376.44 | 0 | | 3617570 | 131439 | None | code03 | Construction of Granular Sub-Base of required grading as per design spreading 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 roller to achieve the desired density, complete as per clause 401 For Grading -VI Material | Cum | 2525.25 | 2525.25 | 48.6 | False | None | None | False | None | False | 122727.15 | 0 |
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