| 1716466675000 | 0 | None | None | Other Works | Construction of UGD & Road in Dondappagol Galli Jagat area Near Laxmi Temple in W.No.34 of Kalaburagi City. (15th Finance 2022-23) (Est Cost 10.00 Lakhs) | 840204.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3149995 | 108553 | None | 001 | Dismantling of Cement Concrete Pavement
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 unserviceablematerials separately (KPWD Volume-III SR, 2023-24, Item No. 2.19, P. No. 12) | Cum | 591.15 | 591.15 | 2.0 | False | None | None | False | None | False | 1182.3 | 0 | | 3149996 | 108553 | None | 002 | 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. (KPWD Volume-I SR, 2023-24, Item No. 1.4.1, P. No.5) | Cum | 266.81 | 266.81 | 6.0 | False | None | None | False | None | False | 1600.86 | 0 | | 3149997 | 108553 | None | 003 | 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 leveling 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 requiredto complete the work. In all kinds of soils. Depth upto 1.50m (KPWD Volume-I SR, 2023-24, Item No. 1.6.1, P. No. 6). | Cum | 629.2 | 629.2 | 8.0 | False | None | None | False | None | False | 5033.6 | 0 | | 3149998 | 108553 | None | 004 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013with latest amendments ended with integral sockets with ISI mark andconveying to worksite, rolling and lowering into trenches, laying true toline and level and perfect linking at joints, testing and commissioning,including loading and unloading at both destinations and cuts of pipeswherever necessary including jointing of UPVC pipes (with cost ofelastomeric sealing rings) and specials (excluding cost of specials) withjointing of approved type, with all labour, lead & lifts, including encasingthe pipes alround to a depth of not less than 15 cms. with soft gravelor selected earth available from the excavation etc. complete and givingnecessary hydraulic test to the required pressure as per ISS (contractorwill make his own arrangements for procuring water for testing) etc.complete for: Pipes of SN 8, 160mm dia.
(KPWD Volume-V SR, 2023-24, Item No.10.2.10, P. No. 114) | m | 731.85 | 731.85 | 8.0 | False | None | None | False | None | False | 5854.8 | 0 | | 3149999 | 108553 | None | 005 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m around the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick. with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-D): 1988 & IS 12592(Part-Il) : 1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia., 1.0 m depth & Heavy duty SFRC cover & frame (KPWD Volume-V SR, 2023-24, Item No. 16.46.1, P. No. 204) | Each | 26248.95 | 26248.95 | 1.0 | False | None | None | False | None | False | 26248.95 | 0 | | 3150000 | 108553 | None | 006 | 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.
(KPWD Volume-I SR 2023-24, Item No. 1.1, P. No.5) | Sqm | 95.55 | 95.55 | 520.0 | False | None | None | False | None | False | 49686.0 | 0 | | 3150001 | 108553 | None | 007 | Compacting Original Ground Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and thencompacted by rolling so as to achieve minimum dry density asgiven in Table 300-2 for embankment construction
(KPWD Volume-III SR 2023-24, Item No. 3.7, P. No.17) | Cum | 110.25 | 110.25 | 52.0 | False | None | None | False | None | False | 5733.0 | 0 | | 3150002 | 108553 | None | 008 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approvedmaterial obtained from borrow pits with all lifts & leads,transporting to site, spreading, grading to required slope andcompacted to meet requirement of table No. 300-2 (KPWD Volume-III SR 2023-24, Item No. 3.6, P. No.17) | Cum | 517.65 | 517.65 | 25.6 | False | None | None | False | None | False | 13251.84 | 0 | | 3150003 | 108553 | None | 009 | Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density. (KPWD Volume III SR 2023-24 Item No 4.17 P No 17) | Cum | 2686.95 | 2686.95 | 78.0 | False | None | None | False | None | False | 209582.1 | 0 | | 3150004 | 108553 | None | 010 | 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 al 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 (KPWD Volume-III SR 2023-24, Item No. 16.27, P. No.149) | Cum | 6692.7 | 6692.7 | 78.0 | False | None | None | False | None | False | 522030.6 | 0 |
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