1723535339000 | 0 | None | None | Other Works | Construction of RCC approach road, Vehicle stand, Cattle trap, Drain, Interlocking pavers and other allied works at BESCOM premises, Ranganathapura (Hiriyur Tq.). | 4799925.28 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3765655 | 141722 | None | code01 | Compacting original ground supporting embankment 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 | 123.9 | 123.9 | 140.0 | False | None | None | False | None | False | 17346.0 | 0 | 3765656 | 141722 | None | code02 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -II Material. | Cum | 2869.76 | 2869.76 | 70.0 | False | None | None | False | None | False | 200883.2 | 0 | 3765657 | 141722 | None | code03 | 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 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 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. | Cum | 5805.6 | 5805.6 | 60.0 | False | None | None | False | None | False | 348336.0 | 0 | 3765658 | 141722 | None | code04 | 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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 | 7969.72 | 7969.72 | 60.0 | False | None | None | False | None | False | 478183.2 | 0 | 3765659 | 141722 | None | code05 | 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. | t | 93232.98 | 93232.98 | 7.5 | False | None | None | False | None | False | 699247.35 | 0 | 3765660 | 141722 | None | code06 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge | m | 82.6 | 82.6 | 120.0 | False | None | None | False | None | False | 9912.0 | 0 | 3765661 | 141722 | None | code07 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work. | Cum | 120.36 | 120.36 | 330.0 | False | None | None | False | None | False | 39718.8 | 0 | 3765662 | 141722 | None | code08 | 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 upto1.5 m. | Cum | 284.9 | 284.9 | 45.0 | False | None | None | False | None | False | 12820.5 | 0 | 3765663 | 141722 | None | code09 | Providing and laying in position plain 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates as per 3rd qtr revised rate | Cum | 6683.52 | 6683.52 | 55.0 | False | None | None | False | None | False | 367593.6 | 0 | 3765664 | 141722 | None | code10 | Providing and laying in position Reinforced 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 Including formwork, centering & scaffolding. | Cum | 8012.15 | 8012.15 | 3.1 | False | None | None | False | None | False | 24837.665 | 0 | 3765665 | 141722 | None | code11 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floorsetc. The granite/trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machine mixed with superplasticisers, 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, curingand all other appurtenances required to complete the work as pertechnical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including formwork, centering & Scaffolding. | Cum | 12611.72 | 12611.72 | 1.83 | False | None | None | False | None | False | 23079.4476 | 0 | 3765666 | 141722 | None | code12 | Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge. | Cum | 7865.88 | 7865.88 | 16.2 | False | None | None | False | None | False | 127427.256 | 0 | 3765667 | 141722 | None | code13 | Extra for making chequers of approved pattern on 1:2:4 cement concrete floors, steps, landing, pavements etc. | Sqm | 64.9 | 64.9 | 102.0 | False | None | None | False | None | False | 6619.8 | 0 | 3765668 | 141722 | None | code14 | 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 160.48 | 160.48 | 2000.0 | False | None | None | False | None | False | 320960.0 | 0 | 3765669 | 141722 | None | code15 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 162.84 | 162.84 | 120.0 | False | None | None | False | None | False | 19540.8 | 0 | 3765670 | 141722 | None | code16 | 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 grams per 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. | Sqm | 670.24 | 670.24 | 150.0 | False | None | None | False | None | False | 100536.0 | 0 | 3765671 | 141722 | None | code17 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per 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). | m | 532.18 | 532.18 | 25.0 | False | None | None | False | None | False | 13304.5 | 0 | 3765672 | 141722 | None | code18 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation 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.Deduct 5% per m3 if rollers are not used and tamping is done manually. | Cum | 559.32 | 559.32 | 270.0 | False | None | None | False | None | False | 151016.4 | 0 | 3765673 | 141722 | None | code19 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Appendix I - Additionalities for Formwork , centering & Scaffolding for Footing. | Cum | 8012.15 | 8012.15 | 82.0 | False | None | None | False | None | False | 656996.3 | 0 | 3765674 | 141722 | None | code20 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Appendix I - Additionalities for Formwork , centering & Scaffolding for Earth Retaining Structures | Cum | 8160.53 | 8160.53 | 32.0 | False | None | None | False | None | False | 261136.96 | 0 | 3765675 | 141722 | None | code21 | Providing and laying 60mm thick factory made cement concrete paverblock of approved shape and colour of M -30 grade made of C&D wasteby block making machine with vibratory compaction laid in requiredpattern and including over 50mm thick compacted bed of coarse sand,filling the joints with fine sand etc. all complete as per the direction ofEngineer-in-charge. | Sqm | 944.0 | 944.0 | 745.0 | False | None | None | False | None | False | 703280.0 | 0 | 3765676 | 141722 | None | code22 | 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 | 510.94 | 510.94 | 425.0 | False | None | None | False | None | False | 217149.5 | 0 |
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