| 1710328095000 | 0 | None | None | Other Works | Laying of UGD line and Construction of open drain from Saidapur Sai fastfood to Pawar Shop in ward no 11 of Dharwad | 1266568.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3041185 | 102750 | None | 001 | Dismantling of Cement Concrete Pavement. Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. (PWD SR 2023-24, V-5, Page no-12, Item no.2.19) | Cum | 562.8 | 562.8 | 39.03 | False | None | None | False | None | False | 21966.084 | 0 | | 3041186 | 102750 | None | 002 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m (PWD SR 2023-24, V-1, Page no-10, Item no-1.17.1) | Cum | 275.1 | 275.1 | 256.33 | False | None | None | False | None | False | 70516.383 | 0 | | 3041187 | 102750 | None | 003 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m. (PWD SR 2023-24, V-5, Page no-10, Item no.1.17.2) | Cum | 347.55 | 347.55 | 4.08 | False | None | None | False | None | False | 1418.004 | 0 | | 3041188 | 102750 | None | 004 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 1.4 T030D 230 mm dia. pipes. (PWD SR 2023-24, V-5, Page no-187, Item no.16.1.4) | Mtr | 926.1 | 926.1 | 220.0 | False | None | None | False | None | False | 203742.0 | 0 | | 3041189 | 102750 | None | 005 | 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 (PWD SR 2023-24, V-1, Page no-7, Item no-1.10) | Cum | 128.1 | 128.1 | 251.26 | False | None | None | False | None | False | 32186.406 | 0 | | 3041190 | 102750 | None | 006 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: 13.3 (T300C)Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover & frame (PWD SR 2023-24, V-5, Page no-192, Item no-16.15.3) | Each | 32938.5 | 32938.5 | 4.0 | False | None | None | False | None | False | 131754.0 | 0 | | 3041191 | 102750 | None | 007 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: 13.6 (T300F) Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & frame (PWD SR 2023-24, V-5, Page no-192, Item no-16.15.6) | Each | 40300.05 | 40300.05 | 2.0 | False | None | None | False | None | False | 80600.1 | 0 | | 3041192 | 102750 | None | 008 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc.for 1.2mm dia. 16.15.9 Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.8 M depth & SFRC cover & frame. (PWD SR 2023-24, V-5, Page no-192, Item no.16.15.9) | Each | 47132.4 | 47132.4 | 2.0 | False | None | None | False | None | False | 94264.8 | 0 | | 3041193 | 102750 | None | 009 | 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 aradius 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. (PWD SR 2023-24, V-1, Page no-5, Item no-1.4.1) | Cum | 266.2 | 266.2 | 89.62 | False | None | None | False | None | False | 23856.844 | 0 | | 3041194 | 102750 | None | 010 | 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. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Page no-15, Item no-2.1.4) | Cum | 6838.7 | 6838.7 | 12.58 | False | None | None | False | None | False | 86030.846 | 0 | | 3041195 | 102750 | None | 011 | 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, V-1, Page no-16, Item no-2.4.2) | Cum | 6955.3 | 6955.3 | 37.05 | False | None | None | False | None | False | 257693.865 | 0 | | 3041196 | 102750 | None | 012 | Centering, shuttering, formwork for drain walls. As per Appendix-1- Additionalities for Formwork, Centering & Scaffolding. for Cement concrete drains 35% of the Percentage on finished rate of concrete per m3 ( appendix 01 of vol 01, Sl no 02 of page no 111)
| Cum | 2434.36 | 2434.36 | 34.54 | False | None | None | False | None | False | 84082.7944 | 0 | | 3041197 | 102750 | None | 013 | Centering, shuttering, formwork for slab. As per Appendix-1- Additionalities for Formwork, Centering & Scaffolding. for slab 20% of the Percentage on finished rate of concrete per m3 ( appendix 01 of vol 01, Sl no 02 of pg no 112)
| Cum | 1391.06 | 1391.06 | 2.51 | False | None | None | False | None | False | 3491.5606 | 0 | | 3041198 | 102750 | None | 014 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcemen 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. h. All other type of structures. (PWD SR 2023-24, V-1, Page no-16, Item no-2.11(h)) | Tonne | 86912.1 | 86912.1 | 1.86 | False | None | None | False | None | False | 161656.506 | 0 | | 3041199 | 102750 | None | 015 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3) (PWD SR 2023-24, V-5, Page no-5, Item no-1.1a) | Cum | 148.5 | 148.5 | 89.62 | False | None | None | False | None | False | 13308.57 | 0 |
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