| 1706872246000 | 0 | None | None | Other Works | Improvements/Construction of compound wall at 220kV station, NRS, Doddaballapura (Phase-1) | 1999551.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2407430 | 71872 | None | Code01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle (V-3, P-9, I-2.5a) | Sqm | 4.64 | 4.64 | 5600.0 | False | None | None | False | None | False | 25984.0 | 0 | | 2407431 | 71872 | None | Code02 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar(V-2, P-187, I-19.7.3) | Cum | 1250.65 | 1250.65 | 48.6 | False | None | None | False | None | False | 60781.59 | 0 | | 2407432 | 71872 | None | Code03 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge.(V-2, P-187, I-19.9.2) | Cum | 2046.73 | 2046.73 | 24.3 | False | None | None | False | None | False | 49735.539 | 0 | | 2407433 | 71872 | None | Code04 | 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(V-1, P-5, I-1.4.1) | Cum | 294.13 | 294.13 | 67.5 | False | None | None | False | None | False | 19853.775 | 0 | | 2407434 | 71872 | None | Code05 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates(V-1,P-15, I-2.1.2) | Cum | 6884.03 | 6884.03 | 10.125 | False | None | None | False | None | False | 69700.80375 | 0 | | 2407435 | 71872 | None | Code06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand))(V-2, P-9, I-5.4) | Cum | 7765.19 | 7765.19 | 63.99 | False | None | None | False | None | False | 496894.5081 | 0 | | 2407436 | 71872 | None | Code07 | Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)-Using available stone(V-2, P-9, I-5.4) | Cum | 3882.59 | 3882.59 | 17.01 | False | None | None | False | None | False | 66042.8559 | 0 | | 2407437 | 71872 | None | Code08 | 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.) (The cost include formwork ) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates(V-1, P-15, I-2.1.4) | Cum | 7556.14 | 7556.14 | 7.83 | False | None | None | False | None | False | 59164.5762 | 0 | | 2407438 | 71872 | None | Code09 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(V-2, P-17, I-6.32) | Sqm | 1592.17 | 1592.17 | 174.6 | False | None | None | False | None | False | 277992.882 | 0 | | 2407439 | 71872 | None | Code10 | 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 specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (V-2, P-15, I-2.2.1) | Cum | 7641.22 | 7641.22 | 2.07 | False | None | None | False | None | False | 15817.3254 | 0 | | 2407440 | 71872 | None | Code11 | 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(V-1, P-18, I-2.11 h) | Tonne | 96029.97 | 96029.97 | 0.15 | False | None | None | False | None | False | 14404.4955 | 0 | | 2407441 | 71872 | None | Code12 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry 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 direc tions of Engineer-in-charge.e(V-2, P-41, I-8.3.2) | Sqm | 404.78 | 404.78 | 390.42 | False | None | None | False | None | False | 158034.2076 | 0 | | 2407442 | 71872 | None | Code13 | Providing patti 10cm wide 10mm thick alround the parpet with C.m. 1:3 and finished as per design etc., complete. (MR). | m | 63.2 | 63.2 | 360.0 | False | None | None | False | None | False | 22752.0 | 0 | | 2407443 | 71872 | None | Code14 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.(V-2, P-44, I-8.19.1) | Sqm | 309.93 | 309.93 | 867.42 | False | None | None | False | None | False | 268839.4806 | 0 | | 2407444 | 71872 | None | Code15 | 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.(V-1, P7, I-1.9) | Cum | 323.29 | 323.29 | 16.128 | False | None | None | False | None | False | 5214.02112 | 0 | | 2407445 | 71872 | None | Code16 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge to the appropriate disposal area.(V-2, P-193, I-19.59) | Cum | 442.41 | 442.41 | 51.372 | False | None | None | False | None | False | 22727.48652 | 0 | | 2407446 | 71872 | None | Code17 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge(V-2, P-46, I-8.32) | Sqm | 189.6 | 189.6 | 462.42 | False | None | None | False | None | False | 87674.832 | 0 | | 2407447 | 71872 | None | Code18 | 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 complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(V-2, P-77, I-11.1) | Kg | 128.83 | 128.83 | 1769.04 | False | None | None | False | None | False | 227905.4232 | 0 | | 2407448 | 71872 | None | Code19 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(V-2, P-48, I-8.41) | Sqm | 202.97 | 202.97 | 210.0 | False | None | None | False | None | False | 42623.7 | 0 | | 2407449 | 71872 | None | Code20 | Providing, erecting and removing casurina pole three tier BARRICADING using poles of 7.5 to 10 cms dia. and 1.5M height above ground fixed vertically at intervals of 2.0 to 2.5 M centre to centre and horizontally at 0.5M above ground level, including fixing poles in ground for a maximum depth of 0.3M and tied with coir rope firmly including cost and conveyances of all materials, labour, lead and lifts charges etc. complete. (This item is applicable for pipe works of 600mm dia and above pipes)(V-5, P-200, I-16.35) | m | 64.42 | 64.42 | 115.0 | False | None | None | False | None | False | 7408.3 | 0 |
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