| 1722575186000 | 0 | None | None | Water supply/sewage lines | Proposed Construction of a public well near Devaraja Ganapathi Gowda house in Goudarakeri, Shirakuli | 248137.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3672562 | 134275 | None | 0001 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Depth upto 1.50m (PWD SR VOL.1 P NO 11 SI NO 1.21.4 & 1.21.5) | Cum | 1310.4 | 1310.4 | 6.79 | False | None | None | False | None | False | 8897.616 | 0 | | 3672563 | 134275 | None | 0002 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Depth exceeding 1.50m, but not exceeding 3m (PWD SR VOL.1 P NO 11 SI NO 1.21.4 & 1.21.6) | Cum | 1429.12 | 1429.12 | 6.79 | False | None | None | False | None | False | 9703.7248 | 0 | | 3672564 | 134275 | None | 0003 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Depth exceeding 3.0m, but not exceeding 4.50m (PWD SR VOL.1 P NO 11 SI NO 1.21.4 & 1.21.7) 3.0m to 4.50m | Cum | 1514.24 | 1514.24 | 6.79 | False | None | None | False | None | False | 10281.6896 | 0 | | 3672565 | 134275 | None | 0004 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Depth exceeding 4.5m, but not exceeding 6.0m (PWD SR VOL.1 P NO 11 SI NO 1.21.4 & 1.21.7) | Cum | 1581.22 | 1581.22 | 6.79 | False | None | None | False | None | False | 10736.4838 | 0 | | 3672566 | 134275 | None | 0005 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Depth exceeding 6.0m, but not exceeding 7.50m (PWD SR VOL.1 P NO 11 SI NO 1.21.4 & 1.21.7) | Cum | 1648.19 | 1648.19 | 6.79 | False | None | None | False | None | False | 11191.2101 | 0 | | 3672567 | 134275 | None | 0006 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Depth exceeding 7.50m, but not exceeding 9.0m (PWD SR VOL.1 P NO 11 SI NO 1.21.4 & 1.21.7) | Cum | 1715.17 | 1715.17 | 6.79 | False | None | None | False | None | False | 11646.0043 | 0 | | 3672568 | 134275 | None | 0007 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Depth exceeding 9.0m, but not exceeding 10.50m (PWD SR VOL.1 P NO 11 SI NO 1.21.4 & 1.21.7) | Cum | 1782.14 | 1782.14 | 6.79 | False | None | None | False | None | False | 12100.7306 | 0 | | 3672569 | 134275 | None | 0008 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Depth exceeding 10.50m, but not exceeding 12.0m (PWD SR VOL.1 P NO 11 SI NO 1.21.4 & 1.21.7) | Cum | 1849.12 | 1849.12 | 6.79 | False | None | None | False | None | False | 12555.5248 | 0 | | 3672570 | 134275 | None | 0009 | 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 raded crushed coarse aggregates (PWD SR VOL.I P NO 15 SI NO 2.1.3) | Cum | 6707.68 | 6707.68 | 0.97 | False | None | None | False | None | False | 6506.4496 | 0 | | 3672571 | 134275 | None | 0010 | Providing and laying in position 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 pecifications. M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates (PWD SR Vol-1, PN-15, IN-2.2.3) | Cum | 8515.58 | 8515.58 | 9.78 | False | None | None | False | None | False | 83282.3724 | 0 | | 3672572 | 134275 | None | 0011 | Supplying,fitting and placing TMTFE550/550D 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 works.(PWD SR Vol-I, PN-18, IN-2.11.h) | t | 88492.32 | 88492.32 | 0.42 | False | None | None | False | None | False | 37166.7744 | 0 | | 3672573 | 134275 | None | 0012 | Providing 20 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR Vol-II, PN-41, IN-8.3.1) | Sqm | 396.48 | 396.48 | 12.73 | False | None | None | False | None | False | 5047.1904 | 0 | | 3672574 | 134275 | None | 0013 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all com- plete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer- in-Charge. (PWD SR Vol-II,PN-77, IN-11.1) | Cum | 118.72 | 118.72 | 34.44 | False | None | None | False | None | False | 4088.7168 | 0 | | 3672575 | 134275 | None | 0014 | Filling approved 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. (PWD SR Vol-I,PN-7, IN-1.11) | Cum | 12.73 | 12.73 | 484.96 | False | None | None | False | None | False | 6173.5408 | 0 | | 3672576 | 134275 | None | 0015 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR Vol-3,PN-17,IN-3.1) | m | 95.2 | 95.2 | 41.59 | False | None | None | False | None | False | 3959.368 | 0 | | 3672577 | 134275 | None | 0016 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (PWD SR VOL.II P NO 86 SI NO 11.34.A) | Kg | 188.16 | 188.16 | 76.0 | False | None | None | False | None | False | 14300.16 | 0 | | 3672578 | 134275 | None | 017 | Providing supplying and installing of pulley | No | 500.0 | 500.0 | 1.0 | False | None | None | False | None | False | 500.0 | 0 |
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