| 1725254650000 | 0 | None | None | Other Works | Construction of New Pit and Rapairs of Toiletat Yelandur Town Ward No 02 Land Army Badavane and Construction of CC Varing Coat at Muslim Beedhi Rijwan House to Shafiulla House | 207121.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3900054 | 150216 | None | 1.14.1 | 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, excavated surfaces, disposing off or levelling the excavated earth or sortingstrutting, barricading, caution lights, including dressing of & 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 (CSR OF 2023-24, Pg-8, I-1.14.1 | Cum | 105.06 | 105.06 | 38.2 | False | None | None | False | None | False | 4013.292 | 0 | | 3900055 | 150216 | None | 3.1 | Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming and all other ancillary operations complete.(CSR vol-4 OF 2023-24, Pg-48, I-3.10) | Cum | 2163.0 | 2163.0 | 4.05 | False | None | None | False | None | False | 8760.15 | 0 | | 3900056 | 150216 | None | 1.9 | 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 (CSR vol-4 OF 2023-24, Pg-7, I-1.9) | Cum | 273.98 | 273.98 | 22.5 | False | None | None | False | None | False | 6164.55 | 0 | | 3900057 | 150216 | None | 2.13 | 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. (CSR vol-1 OF 2023-24, Pg-15, I-2.1.3) | Cum | 6168.67 | 6168.67 | 1.61 | False | None | None | False | None | False | 9931.5587 | 0 | | 3900058 | 150216 | None | 5.4 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Common SR 2023-24 (Volume -2) 2022 Item No.5.4, Page No. 9) | Cum | 6580.67 | 6580.67 | 9.9 | False | None | None | False | None | False | 65148.633 | 0 | | 3900059 | 150216 | None | 5.2 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)) (Common SR (Volume -2) 2022 Item No.5.2, Page No. 9) | Cum | 6816.54 | 6816.54 | 5.4 | False | None | None | False | None | False | 36809.316 | 0 | | 3900060 | 150216 | None | 2.4.2 | 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 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR VOL-1 OF 2023-24, Pg-16, I-2.4.2) | Cum | 7512.92 | 7512.92 | 3.33 | False | None | None | False | None | False | 25018.0236 | 0 | | 3900061 | 150216 | None | 4.46.2 | KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3 - TMT bars Fe 500(PWD & IWTD SR 2018-19, Pg-18, I-4.46.2) | Tonne | 92140.71 | 92140.71 | 0.11 | False | None | None | False | None | False | 10135.4781 | 0 | | 3900062 | 150216 | None | 1.6 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.( I No.1.6 P.No.6 of Vol-1 2023-24) | Cum | 498.52 | 498.52 | 11.25 | False | None | None | False | None | False | 5608.35 | 0 | | 3900063 | 150216 | None | 10.16 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for PVC pipes 110mm dia., 6 kg/sqcm & class 3 ( CSR 2023-24 Vol:5 P.NO.113 I.No:10.1.6) | Mtr | 423.33 | 423.33 | 25.0 | False | None | None | False | None | False | 10583.25 | 0 | | 3900064 | 150216 | None | 1.10 | 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 (CSR OF 2023-24, Volume -1, Page No. 07, Item No.1.10) | Cum | 210.12 | 210.12 | 25.0 | False | None | None | False | None | False | 5253.0 | 0 | | 3900065 | 150216 | None | 16.27 | 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. (CSR VOL-3 OF 2023-24, Pg-148, I-16.27) | Cum | 6565.22 | 6565.22 | 3.0 | False | None | None | False | None | False | 19695.66 | 0 |
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