| 1706768135000 | 0 | None | None | Other Works | Construction of RCC Box Drainage work at ward no 23 from Umesh house to Ramesh house opposite Thimlapura Nyayabele shop from Hudco Naganna house CMC limit Bhadravathi | 754109.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2359886 | 69977 | None | Code01 | 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, strutting, barricading, caution lights, 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 of machinery & other appurtenaces required to complete the work 2021-22 PWD Common SR, P.No = 8 I.No 1.14.1 | Cum | 75.19 | 75.19 | 183.26 | False | None | None | False | None | False | 13779.3194 | 0 | | 2359887 | 69977 | None | Code02 | Providing and laying in position plain cement concrete Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse aggregates 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. including shuttering and centring (The cost of steel reinforcement shall be paid separately) 2021-22 PWD Common SR, P.No = 15 I.no 2.1.3 | Cum | 5720.62 | 5720.62 | 26.18 | False | None | None | False | None | False | 149765.8316 | 0 | | 2359888 | 69977 | None | Code03 | Providing and laying in position Reinforced 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 gnite/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. (The cost of steel reinforcement to be paid separately) M20 Design Minx using 20mm nominal size graded crushed coarse aggregates including shuttering and centring [2021-22 PWD Common SR, P.No = 16 &17 I.no 2..4.2] | Cum | 8298.5 | 8298.5 | 48.31 | False | None | None | False | None | False | 400900.535 | 0 | | 2359889 | 69977 | None | Code04 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. 2021-22 PWD common SR, P.No = 71 I.No 9.3 | Tonne | 82705.91 | 82705.91 | 2.08 | False | None | None | False | None | False | 172028.2928 | 0 | | 2359890 | 69977 | None | Code05 | 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 50mm dia., 6 kg/sqcm & class 5 BWSSB SR 2021-22 p.no 127 I.no 1.3 | Mtr | 98.88 | 98.88 | 12.32 | False | None | None | False | None | False | 1218.2016 | 0 | | 2359891 | 69977 | None | Code06 | 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 2021-22 PWD Common SR, P.No = 7 | Cum | 125.66 | 125.66 | 50.82 | False | None | None | False | None | False | 6386.0412 | 0 | | 2359892 | 69977 | None | Code07 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD common SR 2021-22 Vol:3 P.NO.15 I.no 3.1 | Cum | 32.96 | 32.96 | 132.44 | False | None | None | False | None | False | 4365.2224 | 0 | | 2359893 | 69977 | None | Code08 | Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordance with ISO 4427 - 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes For connection pipe length beyond 2.0 mtrs for every 1 mtr. or part thereof BWSSB SR 2021-22 p.no 81 I.no 23.4 | Mtr | 919.79 | 919.79 | 6.16 | False | None | None | False | None | False | 5665.9064 | 0 |
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