| 1724262726000 | 0 | None | None | Water supply/sewage lines | Construction of openwell at Ambarakodla in Ankola. | 667429.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3831789 | 146041 | 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 | Cum | 1310.4 | 1310.4 | 21.38 | False | None | None | False | None | False | 28016.352 | 0 | | 3831790 | 146041 | 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 | Cum | 1429.12 | 1429.12 | 21.38 | False | None | None | False | None | False | 30554.5856 | 0 | | 3831791 | 146041 | 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 | Cum | 1514.24 | 1514.24 | 21.38 | False | None | None | False | None | False | 32374.4512 | 0 | | 3831792 | 146041 | 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 | Cum | 1581.22 | 1581.22 | 21.38 | False | None | None | False | None | False | 33806.4836 | 0 | | 3831793 | 146041 | 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 | Cum | 1648.19 | 1648.19 | 21.38 | False | None | None | False | None | False | 35238.3022 | 0 | | 3831794 | 146041 | 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 | Cum | 1715.17 | 1715.17 | 21.38 | False | None | None | False | None | False | 36670.3346 | 0 | | 3831795 | 146041 | 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 | Cum | 1782.14 | 1782.14 | 21.38 | False | None | None | False | None | False | 38102.1532 | 0 | | 3831796 | 146041 | 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 | Cum | 1849.12 | 1849.12 | 14.25 | False | None | None | False | None | False | 26349.96 | 0 | | 3831797 | 146041 | None | 0009 | Providing Jungle wood such as Nerale, Neem wrought and putup for purlins, common rafters and similar work including cost of materials, labour, usage charges complete as per specification | Cum | 88492.32 | 88492.32 | 0.47 | False | None | None | False | None | False | 41591.3904 | 0 | | 3831798 | 146041 | None | 0010 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6 | Cum | 7138.88 | 7138.88 | 39.91 | False | None | None | False | None | False | 284912.7008 | 0 | | 3831799 | 146041 | None | 0011 | 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 | Cum | 6707.68 | 6707.68 | 1.96 | False | None | None | False | None | False | 13147.0528 | 0 | | 3831800 | 146041 | None | 0012 | 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 | Cum | 7096.32 | 7096.32 | 1.96 | False | None | None | False | None | False | 13908.7872 | 0 | | 3831801 | 146041 | None | 0013 | 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. | Sqm | 396.48 | 396.48 | 38.43 | False | None | None | False | None | False | 15236.7264 | 0 | | 3831802 | 146041 | None | 0014 | 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 | Kg | 118.72 | 118.72 | 15.64 | False | None | None | False | None | False | 1856.7808 | 0 | | 3831803 | 146041 | None | 0015 | 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 | Cum | 484.96 | 484.96 | 48.9 | False | None | None | False | None | False | 23714.544 | 0 | | 3831804 | 146041 | None | 0016 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 95.2 | 95.2 | 115.01 | False | None | None | False | None | False | 10948.952 | 0 | | 3831805 | 146041 | None | 0017 | Providing, supplying and Installing of pulley | Each | 500.0 | 500.0 | 2.0 | False | None | None | False | None | False | 1000.0 | 0 |
|