| 1716629910000 | 0 | None | None | Other Works | Construction of Drain and UGD at Haranasikari colony | 612747.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3163686 | 108991 | None | ITEM01 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover... (Item no:10, page no:187, PWD SOR vol5 2021-22) | Each | 4675.44 | 4675.44 | 76.0 | False | None | None | False | None | False | 355333.44 | 0 | | 3163687 | 108991 | None | ITEM02 | For UGD connection | Each | 1200.0 | 1200.0 | 76.0 | False | None | None | False | None | False | 91200.0 | 0 | | 3163688 | 108991 | None | ITEM03 | 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 In all kinds of soils Depth upto 3 m ( COMMON SCHEDULE OF RATES 2023-24, P.No - 8. I.No - 1.14.1 ) | Cum | 123.42 | 123.42 | 16.875 | False | None | None | False | None | False | 2082.7125 | 0 | | 3163689 | 108991 | None | ITEM04 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work( PWD.SR. 2023-24 Vol III, P.No - 17 I.No - 3.1 ) | Cum | 102.85 | 102.85 | 16.875 | False | None | None | False | None | False | 1735.59375 | 0 | | 3163690 | 108991 | None | ITEM05 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ( COMMON SCHEDULE OF RATES 2023-24, P.No - 7. I.No - 1.8 ) | Cum | 573.54 | 573.54 | 2.7 | False | None | None | False | None | False | 1548.558 | 0 | | 3163691 | 108991 | None | ITEM06 | 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 and down size graded crushed coarse aggregates ( COMMON SCHEDULE OF RATES 2023-24, P.No - 15. I.No - 2.1.2 ) | Cum | 6853.44 | 6853.44 | 2.7 | False | None | None | False | None | False | 18504.288 | 0 | | 3163692 | 108991 | None | ITEM07 | 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 and down size graded crushed coarse aggregates ( COMMON SCHEDULE OF RATES 2023-24 P.No - 15. I.No - 2.2.1.1 ) | Cum | 7607.27 | 7607.27 | 10.125 | False | None | None | False | None | False | 77023.60875 | 0 | | 3163693 | 108991 | None | ITEM08 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate .For Cement Concrete Drain Wall form works consider 35%( PWD.SR. 2023-24 Vol I, P.No - 111 I.No - 22.2 ) | Cum | 2662.54 | 2662.54 | 10.125 | False | None | None | False | None | False | 26958.2175 | 0 | | 3163694 | 108991 | None | ITEM09 | 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.(Item no 2.11a ,page no18,PWD SR Vol-I) | Kg | 108.25 | 108.25 | 354.375 | False | None | None | False | None | False | 38361.09375 | 0 |
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