| 1709190378000 | 1 | None | None | Water /sewage treatment tanks | Construction work of open well near Ramaswamy So Chinnaswamy house, and near Ganapathi So Ganesh Bhat, and also Near Yaddalli Kote Chamundeswari temple at ward No.01 | 396826.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2856972 | 92764 | None | B01 | Earth work excavation in soil, clay, sand shedsoil, soft murum including shoring, strutting, barricading, danger lighting bailng out water wherevr necessary with stacking the meterials as directed etc, completed (P No 84/It No 11.14) (RDWS&S 2019-20) a) 0.00 to 1.50 Mtr Depth | Cum | 470.4 | 470.4 | 15.588 | False | None | None | False | None | False | 7332.5952 | 0 | | 2856973 | 92764 | None | B02 | Earthwork excavation in soft rock including shoring, strutting, barricading, danger lighting, bailing out water wherever necessary with stacking the materials as directed upto a lead of 50 Mtr and lift of 1.5 Mtr etc., complete (RWS& SR IN NO 11.15)1.50 to 3.00 Mtr Depth | Cum | 1051.68 | 1051.68 | 15.588 | False | None | None | False | None | False | 16393.58784 | 0 | | 2856974 | 92764 | None | B03 | Earthwork excavation in soft rock including shoring, strutting, barricading, danger lighting, bailing out water wherever necessary with stacking the materials as directed upto a lead of 50 Mtr and lift of 1.5 Mtr etc., completeAdd lift Charges for every lift of 1.50M or part thereof beyond 1.50Mtr to 10.50Mtr(PG NO. 84,ITEM NO 11.15.1)3.00 to 4.50Mtr Depth | Cum | 1197.28 | 1197.28 | 15.588 | False | None | None | False | None | False | 18663.20064 | 0 | | 2856975 | 92764 | None | B04 | Earthwork excavation in soft rock including shoring, strutting, barricading, danger lighting, bailing out water wherever necessary with stacking the materials as directed upto a lead of 50 Mtr and lift of 1.5 Mtr etc., completeAdd lift Charges for every lift of 1.50M or part thereof beyond 1.50Mtr to 10.50Mtr(PG NO. 84,ITEM NO 11.15.1)4.50 to 6.00 Mtr Depth | Cum | 1197.28 | 1197.28 | 15.588 | False | None | None | False | None | False | 18663.20064 | 0 | | 2856976 | 92764 | None | B05 | Earthwork excavation in hard rock requiring blasting including shoring, strutting, baricading, danger lighting, bailing out water wherever necessary with stacking the materials as directed upto a lead of 50 Mtr and lift of 1.5 Mtr etc., complete (P No 84/It No 11.16) (RDWS&S SR 2019-20)6.00 to 7.50 Mtr Depth | Cum | 1930.88 | 1930.88 | 15.588 | False | None | None | False | None | False | 30098.55744 | 0 | | 2856977 | 92764 | None | B06 | Earthwork excavation in hard rock requiring blasting including shoring, strutting, baricading, danger lighting, bailing out water wherever necessary with stacking the materials as directed upto a lead of 50 Mtr and lift of 1.5 Mtr etc., complete (P No 84/It No 11.16) (RDWS&S SR 2019-20)7.50 to 9.00 Mtr Depth | Cum | 1930.88 | 1930.88 | 15.588 | False | None | None | False | None | False | 30098.55744 | 0 | | 2856978 | 92764 | None | B07 | Earthwork excavation in hard rock requiring blasting including shoring, strutting, baricading, danger lighting, bailing out water wherever necessary with stacking the materials as directed upto a lead of 50 Mtr and lift of 1.5 Mtr etc., complete (P No 84/It No 11.16) (RDWS&S SR 2019-20)9.00 to 10.50 Mtr Depth | Cum | 1930.88 | 1930.88 | 12.471 | False | None | None | False | None | False | 24080.00448 | 0 | | 2856979 | 92764 | None | B08 | Supplying and erection of RCC rings for well stenning of 0,3 mts depth using M-20 grade concrete using clean grade granite or trap or basalt jelly approved quality 20 mm and down size well compacked including centering from work and plastring for both faces with CM 1:3 proporrtion as per designs using 6,50 mm M.S coil at the rate of 10 Kgs/ ring including cost of steel and fabraction bailing out of water erection. etc., For 1.80m dia (clear )rings of steining thickness 0.075mm upto 18 M depth(P No.85/It No.11.20.1) (RDWS&S SR 2019-20) | No | 1946.56 | 1946.56 | 111.0 | False | None | None | False | None | False | 216068.16 | 0 | | 2856980 | 92764 | None | B09 | Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as per specifications. specification. No. KBS 2.9 ( P No 06/ It No.2.11)(RDWS&S SR 2019-20) | Cum | 231.15 | 231.15 | 19.04 | False | None | None | False | None | False | 4401.096 | 0 | | 2856981 | 92764 | None | B10 | Providing and laying in position plain cement concrete Mix 1:4:8( M5) 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. (The cost of steel reinforcement shall be paid separately). ( AS per Common SR vol-1 item no 2.1.2 page 15) | Cum | 6005.64 | 6005.64 | 1.77 | False | None | None | False | None | False | 10629.9828 | 0 | | 2856982 | 92764 | None | B11 | Providing and laying in position Reinforced cement concrete for all Super tructures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork
to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR,Vol.I P.No 17 IT NO 2.5.1 ) | Cum | 7131.56 | 7131.56 | 2.13 | False | None | None | False | None | False | 15190.2228 | 0 | | 2856983 | 92764 | None | B12 | Supplying and fixing 50mm Dia G.I Pipe ((RDWS&S SR 2019-20)P No 65 /I 10.04.2(F) | Mtr | 454.25 | 454.25 | 7.5 | False | None | None | False | None | False | 3406.875 | 0 | | 2856984 | 92764 | None | B13 | Supplying and fixing Iron pully (Market Rate.) | No | 600.0 | 600.0 | 3.0 | False | None | None | False | None | False | 1800.0 | 0 |
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