| 1722325095000 | 0 | None | None | Other Works | Action Plan No.10 Construction of CD near Khaji house WNo.15, Construction of CD near HESCOM WNo.18, Construction of drain from Godali galli Guradakar house to Durgadevi temple at W.No.27, Construction of road form Shirgihall Adhani house to Shakil Gokak house at Wno30 and Construction of shed to Yali Market Gandhi Maidan at Gokak CMC | 2436286.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3642793 | 132773 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. [SR 2023-24 Vol-1 P.No:5 Sl.No:1.4] | Cum | 254.1 | 254.1 | 173.8 | False | None | None | False | None | False | 44162.58 | 0 | | 3642794 | 132773 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1] | Cum | 89.25 | 89.25 | 155.3 | False | None | None | False | None | False | 13860.525 | 0 | | 3642795 | 132773 | 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 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 graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:15 Sl.No:2.1.3] | Cum | 6288.45 | 6288.45 | 21.45 | False | None | None | False | None | False | 134887.2525 | 0 | | 3642796 | 132773 | 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) [SR 2023-24 Vol-1 P.No:18 Sl.No:2.11.H] | Tonne | 82961.55 | 82961.55 | 3.39 | False | None | None | False | None | False | 281239.6545 | 0 | | 3642797 | 132773 | None | code05 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2023-24 Vol-1 P.No:16 Sl.No:2.4.2]
Addendum 1 Formwork, Centering and Scafoolding [SR 2023-24 Vol-1 P.No:111 Sl.No:3] : 6639.15X5%=6971.11 | Cum | 6971.11 | 6971.11 | 89.13 | False | None | None | False | None | False | 621335.0343 | 0 | | 3642798 | 132773 | None | code06 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2023-24 Vol-2 P.No:64 Sl.No:9.36] | Sqm | 1732.5 | 1732.5 | 114.0 | False | None | None | False | None | False | 197505.0 | 0 | | 3642799 | 132773 | None | code07 | Loosening, levelling 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. [SR 2023-24 Vol-3 P.No:17 Sl.No:3.7] | Cum | 110.25 | 110.25 | 90.75 | False | None | None | False | None | False | 10005.1875 | 0 | | 3642800 | 132773 | None | code08 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work. [SR 2023-24 Vol-1 P.No:7 Sl.No:1.8] | Cum | 497.7 | 497.7 | 73.92 | False | None | None | False | None | False | 36789.984 | 0 | | 3642801 | 132773 | None | code09 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. [SR 2023-24 Vol-3 P.No:49 Sl.No:6.1] | Cum | 5166.0 | 5166.0 | 60.49 | False | None | None | False | None | False | 312491.34 | 0 | | 3642802 | 132773 | None | code10 | 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 M30 (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. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28] | Cum | 7091.7 | 7091.7 | 90.75 | False | None | None | False | None | False | 643571.775 | 0 | | 3642803 | 132773 | None | code11 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. [SR 2023-24 Vol-2 P.No:82 Sl.No:11.16.1] | Kg | 142.8 | 142.8 | 475.9 | False | None | None | False | None | False | 67958.52 | 0 | | 3642804 | 132773 | None | code12 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. [SR 2023-24 Vol-2 P.No:26 Sl.No:7.38] | Sqm | 596.4 | 596.4 | 112.0 | False | None | None | False | None | False | 66796.8 | 0 | | 3642805 | 132773 | None | code13 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) [SR 2023-24 Vol-2 P.No:26 Sl.No:7.39.1] | m | 473.55 | 473.55 | 12.0 | False | None | None | False | None | False | 5682.6 | 0 |
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