| 1706794438000 | 0 | None | None | Other Works | Construction of Side wall & retaining wall and Providing and laying Flooring & pitching for slope for Screening machine Shed in Sandur TMC Limits | 3618277.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2387619 | 71028 | None | code01 | Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. (Page no: 8 item no:1.12) | Cum | 100.0 | 100.0 | 54.0 | False | None | None | False | None | False | 5400.0 | 0 | | 2387620 | 71028 | None | code02 | 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 Using 40 mm nominal size graded crushed coarse aggregates (Page no: 15 item no:2.12) | Cum | 5947.0 | 5947.0 | 9.6 | False | None | None | False | None | False | 57091.2 | 0 | | 2387621 | 71028 | None | code03 | 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. (The laps and wastages shall not be measured separately) (Page no: 18 item no:2.11.a) | t | 93930.0 | 93930.0 | 2.57 | False | None | None | False | None | False | 241400.1 | 0 | | 2387622 | 71028 | None | code04 | Providing and laying in Reinforced 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 necesary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page no:16 item no:2.3.2) | Cum | 6804.0 | 6804.0 | 34.2 | False | None | None | False | None | False | 232696.8 | 0 | | 2387623 | 71028 | None | code05 | Rates of Formwork Shall be Added on percentage basis to finished concrete Item rate ForVarious Work Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding Earth retaining structures | Cum | 680.4 | 680.4 | 34.2 | False | None | None | False | None | False | 23269.68 | 0 | | 2387624 | 71028 | None | code06 | 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.(Page No.7, Item No. 1.9) | Cum | 279.0 | 279.0 | 32.4 | False | None | None | False | None | False | 9039.6 | 0 | | 2387625 | 71028 | None | code07 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Page No.117, Item No. 12.2) | m | 251.0 | 251.0 | 10.0 | False | None | None | False | None | False | 2510.0 | 0 | | 2387626 | 71028 | None | code08 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 110.25 | 110.25 | 333.13 | False | None | None | False | None | False | 36727.5825 | 0 | | 2387627 | 71028 | None | code09 | Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. | Cum | 517.65 | 517.65 | 748.87 | False | None | None | False | None | False | 387652.5555 | 0 | | 2387628 | 71028 | None | code10 | Granular Sub-Base A Plant Mix Method: Construction of Granular Sub-Base of required grading asper design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 .For Grading -V Material | Cum | 2611.35 | 2611.35 | 199.88 | False | None | None | False | None | False | 521956.638 | 0 | | 2387629 | 71028 | None | code11 | Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 133.25 | False | None | None | False | None | False | 358036.0875 | 0 | | 2387630 | 71028 | None | code12 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. . | Cum | 6692.7 | 6692.7 | 199.88 | False | None | None | False | None | False | 1337736.876 | 0 | | 2387631 | 71028 | None | code13 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder | Cum | 2007.6 | 2007.6 | 19.19 | False | None | None | False | None | False | 38525.844 | 0 | | 2387632 | 71028 | None | code14 | Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 8376.9 | 8376.9 | 32.23 | False | None | None | False | None | False | 269987.487 | 0 | | 2387633 | 71028 | None | code15 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6962.0 | 6962.0 | 3.45 | False | None | None | False | None | False | 24018.9 | 0 | | 2387634 | 71028 | None | code16 | Rates of Formwork Shall be Added on percentage basis to finished concrete Item rate ForVarious Work Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding lintel | Cum | 3481.0 | 3481.0 | 1.3 | False | None | None | False | None | False | 4525.3 | 0 | | 2387635 | 71028 | None | code17 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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 | 253.0 | 253.0 | 267.6 | False | None | None | False | None | False | 67702.8 | 0 |
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