1724312998000 | 0 | None | None | Other Works | Construction of cc drain in ward no 08 Government Hospital backside and Ravi master house to chandregowda house in ward no 02 of Channarayapatna TMC Limit | 481463.51 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3834183 | 146208 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth KPWD SR 2023-24(P.No-6, I.No-1.5.1) VOLUME 01 | Cum | 307.97 | 307.97 | 121.59 | False | None | None | False | None | False | 37446.0723 | 0 | 3834184 | 146208 | None | code02 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates KPWD SR 2023-24 (P.No-15 , I.No-2.1.3) VOLUME 01 | Cum | 6168.67 | 6168.67 | 9.55 | False | None | None | False | None | False | 58910.7985 | 0 | 3834185 | 146208 | None | code03 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates KPWD SR 2023-24(P.No-15 I.No-2.2.1) VOLUME-1 | Cum | 6799.39 | 6799.39 | 23.93 | False | None | None | False | None | False | 162709.4027 | 0 | 3834186 | 146208 | None | code04 | Steel Fabrication - 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. a.Buildings Vol- 1 (KPWD SR 2023-24/P.No.18/2.11-h) | Kg | 81381.33 | 81381.33 | 1.2 | False | None | None | False | None | False | 97657.596 | 0 | 3834187 | 146208 | 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. (VOL-1,P.No. 7, I.No. 1.9 of PWD SR 2023-24) | Cum | 273.98 | 273.98 | 15.6 | False | None | None | False | None | False | 4274.088 | 0 | 3834188 | 146208 | None | code06 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work KPWD SR 2023-24 (P.No-15, I.No-3.1) VOLUME 3 | Cum | 87.55 | 87.55 | 121.59 | False | None | None | False | None | False | 10645.2045 | 0 | 3834189 | 146208 | None | code07 | 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 SR 2023-24(P.No.26 I.No.4.17) VOLUME 3 | Cum | 2676.97 | 2676.97 | 12.6 | False | None | None | False | None | False | 33729.822 | 0 | 3834190 | 146208 | None | code08 | 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 KPWD SR 2023-24(P.No.148 I.No.16.27) VOLUME 3 | Cum | 6565.22 | 6565.22 | 9.45 | False | None | None | False | None | False | 62041.329 | 0 | 3834191 | 146208 | None | code09 | Providing 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. complete For PVC pipes 75mm dia., 6 kg/sqcm & class 3 KPWD SR 2023-24(P.No.113 I.No.10.1.5) VOLUME 5 | m | 226.6 | 226.6 | 62.0 | False | None | None | False | None | False | 14049.2 | 0 |
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