1723209762000 | 0 | None | None | Other Works | Construction of Soak Pit, Leachet Collection Tank for Windrow Platform, Water Tank at SWM Site of yaragatti TP. | 358158.19 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3740911 | 139513 | 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 In all kinds of soils Depth exceeding 1.5 m but not exceeding 3 m. (PWD SR Vol 1 P No 8 I No 1.15.2) | Cum | 437.75 | 437.75 | 34.39 | False | None | None | False | None | False | 15054.2225 | 0 | 3740912 | 139513 | None | code02 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifcations (Vol-1/11/1.23) | Cum | 2762.46 | 2762.46 | 5.41 | False | None | None | False | None | False | 14944.9086 | 0 | 3740913 | 139513 | None | code03 | 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 nominal size graded crushed coarse aggregates. PWD SR Vol 1 P No 15 I No 2.1.3 | Cum | 6168.67 | 6168.67 | 2.71 | False | None | None | False | None | False | 16717.0957 | 0 | 3740914 | 139513 | None | code04 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all 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 nominal size graded crushed coarse aggregates PWD SR Vol 1 P No 16 I No 2.3.1 | Cum | 6512.69 | 6512.69 | 12.56 | False | None | None | False | None | False | 81799.3864 | 0 | 3740915 | 139513 | None | code05 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below For Drain form works Consider 50% PWD SR Vol 2 P No A-7 I NO 22-2 | Cum | 3256.35 | 3256.35 | 12.56 | False | None | None | False | None | False | 40899.756 | 0 | 3740916 | 139513 | None | code06 | 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 Vol 1 P No 18, I No 2.11 h | Kgs | 81.38 | 81.38 | 1048.17 | False | None | None | False | None | False | 85300.0746 | 0 | 3740917 | 139513 | None | code07 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification. PWD SR Vol 2 P No 150, I NO 15.6 | Sqm | 522.21 | 522.21 | 68.75 | False | None | None | False | None | False | 35901.9375 | 0 | 3740918 | 139513 | None | code08 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinthin Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CM SR 2021-22/P.No.13/Vol-2/6.4) | Cum | 8217.34 | 8217.34 | 2.58 | False | None | None | False | None | False | 21200.7372 | 0 | 3740919 | 139513 | None | code09 | KSRB 2.8 : Providing and flling in foundation with granite/trap broken metal 100mm and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifcations. specifcation. No.KBS(PWDSR2018-19P.No.7/2.15) | Cum | 2917.8 | 2917.8 | 6.28 | False | None | None | False | None | False | 18323.784 | 0 | 3740920 | 139513 | None | code10 | Supplying and flling in plinth with sand under foors, foundation of Bridges including watering, ramming, consolidating and dressing complete. (CM SR 2021-22/P.No.7/Vol-1/1.11) | Cum | 2568.85 | 2568.85 | 6.28 | False | None | None | False | None | False | 16132.378 | 0 | 3740921 | 139513 | None | code11 | Supplying and fxing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fxing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances complete. ( CM SR 2023-24 P.No.196, Vol-5/ 16.23.2)Heavy Duty | Cum | 2692.2 | 2692.2 | 1.0 | False | None | None | False | None | False | 2692.2 | 0 | 3740922 | 139513 | None | code12 | Providing and fxing MS ladder between landings, 45 cms wide using angle iron of specifed sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fxing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: (CM SR 2023-24/P.No.85/Vol-5/7.1.1) | Cum | 4595.85 | 4595.85 | 2.0 | False | None | None | False | None | False | 9191.7 | 0 |
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