| 1721477272000 | 0 | None | None | Terminal Bay | Construction of CD infront of Gous khn house and laying a UGD Pipeline behind Saleem shaikh house at ward no 18 | 289844.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3568584 | 129466 | None | Vol-1 Item Code :1.4.1 P. No: 5 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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. In all kinds of soils Depth upto 1.5 m | Cum | 249.26 | 249.26 | 27.57 | False | None | None | False | None | False | 6872.0982 | 0 | | 3568585 | 129466 | None | Vol-1 Item Code :1.9 P. No: 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 273.98 | 273.98 | 15.0 | False | None | None | False | None | False | 4109.7 | 0 | | 3568586 | 129466 | None | Vol-1 Item Code :2.1.3 P. No: 15 | 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 | Cum | 6168.67 | 6168.67 | 1.84 | False | None | None | False | None | False | 11350.3528 | 0 | | 3568587 | 129466 | None | Vol-1 Item Code :2.3.1 P. No: 16 | Providing and laying in 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 necessary, 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 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 7163.96 | 7163.96 | 10.5 | False | None | None | False | None | False | 75221.58 | 0 | | 3568588 | 129466 | None | Vol-1 Item Code : 1.6 P.NO:6 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m | Cum | 498.52 | 498.52 | 82.8 | False | None | None | False | None | False | 41277.456 | 0 | | 3568589 | 129466 | None | Vol-1 Item Code: 2.2.1. P. No:15 | 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 nominal size graded crushed coarse aggregates | Cum | 6475.61 | 6475.61 | 2.23 | False | None | None | False | None | False | 14440.6103 | 0 | | 3568590 | 129466 | None | Vol-1 Item Code :2.11b, P.NO-90 | 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 - For Foundations of Bridges | t | 88792.18 | 88792.18 | 0.13 | False | None | None | False | None | False | 11542.9834 | 0 | | 3568591 | 129466 | None | Vol-V Item Code: 1.4 T030D P. No: 184 | Supplying, lowering, laying, jointing, testing and commissioning of GlazedStone Ware Pipes of following dia,conforming to IS 651:1992,IS 4127 with latest amendments,including conveying to work ite, caulking with hempdip pedintar and jointing with CM1:1.5 using OPC, perfect linking and curing for 10day sand testing with water etc.withall lead, lifts and as per Technical Specifications. The cost to includethe cost of all jointing materials, necessary survey works for laying ofsewer lines etc. complete.The contractor will make own arrangementsforprocuring waterfor testing. 230 mm dia. pipes | m | 908.46 | 908.46 | 115.0 | False | None | None | False | None | False | 104472.9 | 0 | | 3568592 | 129466 | None | Vol-1Item Code: 1.10 PNo: 7 | 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 | Cum | 164.8 | 164.8 | 103.5 | False | None | None | False | None | False | 17056.8 | 0 | | 3568593 | 129466 | None | Lumpsum rate | Display Board | No | 3500.0 | 3500.0 | 1.0 | False | None | None | False | None | False | 3500.0 | 0 |
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