| 1725001066000 | 0 | None | None | Other Works | CONSTRUCTION OF CC ROAD AT WARD NO 15 GANDHINAGARA INFRONT DEVID HOUSE TO INFRONT RAFIK HOUSE AND FIXING OF INTERLOCK ANANDAPURA ROAD (A.P ROAD) NAGARABANA TO SUBBAYYA GOWDA HOUSE IN TP THIRTHAHALLI LIMIT. | 423166.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3883777 | 149184 | 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 2023-24 PWD Common SR,Vol 1. P.No = 5 I.No 1.4.1 | Cum | 271.04 | 271.04 | 17.0 | False | None | None | False | None | False | 4607.68 | 0 | | 3883778 | 149184 | None | code02 | Removal of Unserviceable Soil with Disposal up to asuitable distance as directed by the Engineer in charge of work [PWD common SR 2023-24 Vol:3 P.NO.17 I.No. 3.1] | Cum | 95.2 | 95.2 | 51.8 | False | None | None | False | None | False | 4931.36 | 0 | | 3883779 | 149184 | None | code03 | 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 rollerto achieve the desireddensity. PWD Common SR 2023-24 Vol:3 P.NO.26 I no 4.17 | Sqm | 2866.08 | 2866.08 | 8.5 | False | None | None | False | None | False | 24361.68 | 0 | | 3883780 | 149184 | None | code04 | Precast Cement Concrete Interlocking Blocks 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-in- charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) .PWD common SR 2023-24 Vol:3 P.NO.81 i.no 6.8.1 | Sqm | 1196.16 | 1196.16 | 85.0 | False | None | None | False | None | False | 101673.6 | 0 | | 3883781 | 149184 | None | code05 | Earth work in surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils & up to 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 and stacking the selected earth for reuse in a radius of 50m and lift upto 1.5m inclouding cost of labour, tools, usage of machinery nd other appurtenances reuired to complete the work. [ PWD common SR 2023-24 Vol:1 P.NO.8 I.No. 1.13] | Cum | 405.44 | 405.44 | 34.8 | False | None | None | False | None | False | 14109.312 | 0 | | 3883782 | 149184 | None | code06 | Compacting Original Ground 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. [ PWD common SR 2023-24 Vol:3 P.NO.15 I.No. 3.7] | Cum | 117.6 | 117.6 | 34.8 | False | None | None | False | None | False | 4092.48 | 0 | | 3883783 | 149184 | None | code07 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.[ PWD commonSR 2023-24 Vol:3 P.NO.49 I.No.6.1] | Sqm | 5510.4 | 5510.4 | 24.36 | False | None | None | False | None | False | 134233.344 | 0 | | 3883784 | 149184 | None | code08 | PQC 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:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work [PWD common SR 2023-24 Vol:3 P.NO.188 I.No. 16.27] | Sqm | 6374.0 | 6374.0 | 20.3 | False | None | None | False | None | False | 129392.2 | 0 | | 3883785 | 149184 | None | code09 | Construction of Sub grade and Earthen Shoulders 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 oftable No. 300-2 [ PWD commonSR 2023-24 Vol:3 P.NO.17 I.No. 3.6] | Cum | 552.16 | 552.16 | 10.44 | False | None | None | False | None | False | 5764.5504 | 0 |
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