1706851148000 | 0 | None | None | Other Works | In Ward No.06 limits construction of deckslab & CC drain at backside of Shri Durgambhika temple and construction of deck slab and CC drain at kurubara kere 1st main road & Kumbarpete 1st cross | 417899.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2395310 | 71313 | None | code01 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge V-2(P No 187 I NO 19.2.1) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 1746.15 | 1746.15 | 6.15 | False | None | None | False | None | False | 10738.8225 | 0 | 2395311 | 71313 | None | code02 | 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 (Vol-1 P.No 5 .NO.1.4.1) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 254.1 | 254.1 | 20.16 | False | None | None | False | None | False | 5122.656 | 0 | 2395312 | 71313 | None | code03 | 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 machineries, 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 (Vol-01 SR-2023-24 P No.15 ,Item NO 2.1.2) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 5947.2 | 5947.2 | 5.43 | False | None | None | False | None | False | 32293.296 | 0 | 2395313 | 71313 | None | code04 | 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(Vol-01 SR-2022 P No.18 I NO-2.11 (h)) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Tonne | 82961.55 | 82961.55 | 1.986 | False | None | None | False | None | False | 164761.6383 | 0 | 2395314 | 71313 | None | code05 | 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 (Vol-01 SR-2022 P No.15 Item NO-2.2.1) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 6601.35 | 6601.35 | 18.658 | False | None | None | False | None | False | 123167.9883 | 0 | 2395315 | 71313 | None | code06 | Formwork Centering and Scaffolding ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 2310.47 | 2310.47 | 14.578 | False | None | None | False | None | False | 33682.03166 | 0 | 2395316 | 71313 | None | code07 | 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. (P.No 7.NO. 1.9) VOl-1 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 279.3 | 279.3 | 2.52 | False | None | None | False | None | False | 703.836 | 0 | 2395317 | 71313 | None | code08 | 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.COMMN SR-VOL-3 (SL.NO.16.27 PG NO-148) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 6692.7 | 6692.7 | 5.85 | False | None | None | False | None | False | 39152.295 | 0 | 2395318 | 71313 | None | code09 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work.COMMN SR-VOL-3) (SL.NO.3.1 PG NO-17) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 89.25 | 89.25 | 23.789 | False | None | None | False | None | False | 2123.16825 | 0 | 2395319 | 71313 | None | code10 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. COMMN SR-VOL-3 (SL.NO.8.55-C4 PG NO-79) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Each | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
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