1716552996000 | 0 | None | None | Other Works | Construction of UGD at K H B Sikkeri Colony | 985737.65 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3161991 | 108868 | None | ITEM01 | 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 & boning rods at every 100 mm whevere 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. In all kinds of soils Depth upto 1.5 m (Item no:1.17.1 Page No:10 , PWD com SR vol1 2023-24) | Cum | 317.02 | 317.02 | 383.2773 | False | None | None | False | None | False | 121506.569646 | 0 | 3161992 | 108868 | None | ITEM02 | 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 & boning rods at every 100 mm whevere 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. .Ordinary/soft rock (without requiring blasting) Depth upto 1.50m (Item no:1.19.1, Page No:10 , PWD com SR vol1 2023-24) | Cum | 549.34 | 549.34 | 306.621 | False | None | None | False | None | False | 168439.18014 | 0 | 3161993 | 108868 | None | ITEM03 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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 I( contractor will make his own arrangements for procuring water for testing).(Item no:10.2.11 page no:114 , BWSSB SR voV 2023-24) For pipes SN8, 160mm dia. | Mtr | 843.37 | 843.37 | 278.0 | False | None | None | False | None | False | 234456.86 | 0 | 3161994 | 108868 | None | ITEM04 | 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 alround 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-I): 1988 & IS 12592(Part-II) :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.(Item no:16.40.1 page no:201 , BWSSB SR voV 2023-24)-Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth & Medium duty SFRC | Each | 29462.29 | 29462.29 | 7.0 | False | None | None | False | None | False | 206236.03 | 0 | 3161995 | 108868 | None | ITEM05 | 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 alround 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-I): 1988 & IS 12592(Part-II) :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.(Item no:16.40.2 page no:201 , BWSSB SR voV 2023-24) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 2.0 M depth & Medium duty SFRC | Each | 56210.55 | 56210.55 | 3.0 | False | None | None | False | None | False | 168631.65 | 0 | 3161996 | 108868 | None | ITEM06 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram- ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (Item no:1.10., page no:7, PWD com SR vol I 2023-24)) | Cum | 225.6 | 225.6 | 383.2773 | False | None | None | False | None | False | 86467.35888 | 0 |
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