| 1722521437000 | 0 | None | None | Roads | Development of Road in ward no 30 From Muskum BESCOM Transformer to C Block and Construction RCC Drain at Muskum A Block From Mariyamma temple to Ganesha Templem in CMC KGF Limits | 1355634.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3670789 | 134082 | None | code01 | 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[PWD SR 2023-24 Vol:1 P.NO.5 I.No:1.4.1 ] | Cum | 249.26 | 249.26 | 69.615 | False | None | None | False | None | False | 17352.2349 | 0 | | 3670790 | 134082 | None | code02 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work .[PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1] | Cum | 87.55 | 87.55 | 162.32 | False | None | None | False | None | False | 14211.116 | 0 | | 3670791 | 134082 | None | code03 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [PWD SR 2023-24 Vol:I P.NO.15 I.No:2.1.3] | Cum | 6168.67 | 6168.67 | 7.605 | False | None | None | False | None | False | 46912.73535 | 0 | | 3670792 | 134082 | None | code04 | Providing and laying in position 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 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, providing weep holes wherever necessary, 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [PWD SR 2023-24 Vol:1 P.NO.16 I.No:2.4.2] For Drain form works considered 35% [PWD SR 2023-24 Vol:1 P.NO.111 I.No:4] | Cum | 8792.13 | 8792.13 | 21.645 | False | None | None | False | None | False | 190305.65385 | 0 | | 3670793 | 134082 | None | code05 | 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.All other type of structures. [PWD SR 2023-24 Vol:1 P.NO.18 I.No: 2.11(h)] | Tonne | 81381.33 | 81381.33 | 1.229 | False | None | None | False | None | False | 100017.65457 | 0 | | 3670794 | 134082 | None | code06 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. [PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.7 ] | Cum | 108.15 | 108.15 | 101.249 | False | None | None | False | None | False | 10950.07935 | 0 | | 3670795 | 134082 | None | code07 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density [PWD SR 2023-24 Vol:3 P.NO.24 I.No:4.17] | Cum | 2635.77 | 2635.77 | 67.5 | False | None | None | False | None | False | 177914.475 | 0 | | 3670796 | 134082 | None | code08 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle,suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - in charge of work (Groove Cutting shall be paid seperately) [PWD SR 2023-24 Vol:3 P.NO.51 I.No: 6.6] | Cum | 6977.22 | 6977.22 | 101.249 | False | None | None | False | None | False | 706436.54778 | 0 | | 3670797 | 134082 | None | code09 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge of work [PWD SR 2023-24 Vol:3 P.NO.163 I.No: 4] | m | 72.1 | 72.1 | 375.0 | False | None | None | False | None | False | 27037.5 | 0 | | 3670798 | 134082 | None | code10 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approx. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide). [PWD SR 2023-24 Vol:3 P.NO.163 I.No: 5] | m | 169.95 | 169.95 | 379.5 | False | None | None | False | None | False | 64496.025 | 0 |
|