| 1710413809000 | 0 | None | None | Roads | Construction of CC Road and Drain in 9 Villages of Gubbi Taluk Tumkur District | 43726845.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3071161 | 104735 | None | code01 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. 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. | Sqm | 4.96 | 4.96 | 14743.62 | False | None | None | False | None | False | 73128.3552 | 0 | | 3071162 | 104735 | None | code02 | 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. 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 | 107.79 | 107.79 | 1474.37 | False | None | None | False | None | False | 158922.3423 | 0 | | 3071163 | 104735 | None | code03 | 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. 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 | 498.08 | 498.08 | 3637.62 | False | None | None | False | None | False | 1811825.7696 | 0 | | 3071164 | 104735 | None | code04 | 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. 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 | 2966.17 | 2966.17 | 1389.41 | False | None | None | False | None | False | 4121226.2597 | 0 | | 3071165 | 104735 | None | code05 | 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, 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. 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 | 8068.37 | 8068.37 | 1945.72 | False | None | None | False | None | False | 15698788.8764 | 0 | | 3071166 | 104735 | 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. 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. | m | 86.73 | 86.73 | 7734.08 | False | None | None | False | None | False | 670776.7584 | 0 | | 3071167 | 104735 | None | code07 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 4 Kg/m2: 63mm (weight of pipe -0.465 kg) 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. | m | 149.92 | 149.92 | 1365.3 | False | None | None | False | None | False | 204685.776 | 0 | | 3071168 | 104735 | None | code08 | Providing and Fixing 'Citizen Information Board A' Providing and fixing of typical 'Citizen Information Board A" as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 no's of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 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. | Each | 25362.33 | 25362.33 | 9.0 | False | None | None | False | None | False | 228260.97 | 0 | | 3071169 | 104735 | None | code09 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle 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. | Each | 4469.07 | 4469.07 | 18.0 | False | None | None | False | None | False | 80443.26 | 0 | | 3071170 | 104735 | None | code10 | 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 In all kinds of soils Depth upto 3 m 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 | 90.45 | 90.45 | 2250.5 | False | None | None | False | None | False | 203557.725 | 0 | | 3071171 | 104735 | None | code11 | 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 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 | 7096.99 | 7096.99 | 352.59 | False | None | None | False | None | False | 2502327.7041 | 0 | | 3071172 | 104735 | None | code12 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 | 7664.45 | 7664.45 | 1062.85 | False | None | None | False | None | False | 8146160.6825 | 0 | | 3071173 | 104735 | None | code13 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 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. | Kg | 113.99 | 113.99 | 63443.4 | False | None | None | False | None | False | 7231913.166 | 0 | | 3071174 | 104735 | None | code14 | Providing and Removing Centering, Shuttering, Strutting, propping etc, and removal of form work for foundation, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specification, Foundation up to Plinth=10% of Concrete Qnty 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 | 766.45 | 766.45 | 261.85 | False | None | None | False | None | False | 200694.9325 | 0 | | 3071175 | 104735 | None | code15 | Providing and Removing Centering, Shuttering, Strutting, propping etc, and removal of form work for Vertical Surface, such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specification, Retaining Structure =10% of Concrete Qnty 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 | 766.45 | 766.45 | 404.7 | False | None | None | False | None | False | 310182.315 | 0 | | 3071176 | 104735 | None | code16 | Providing and Removing Centering, Shuttering, Strutting, propping etc, and removal of form work for Suspended Floors, landing, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specification for heights more than 3.50 m from ground level. Roof (Straightand Arched) =50% 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 | 3832.23 | 3832.23 | 396.33 | False | None | None | False | None | False | 1518827.7159 | 0 | | 3071177 | 104735 | None | code17 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces 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. | Sqm | 105.32 | 105.32 | 236.0 | False | None | None | False | None | False | 24855.52 | 0 | | 3071178 | 104735 | None | code18 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 600 mm dia. 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. | m | 3401.06 | 3401.06 | 112.5 | False | None | None | False | None | False | 382619.25 | 0 | | 3071179 | 104735 | None | code19 | Supplying and fixing Solar Street Lighting Systems 12V/15W of operational 12 hours with minimum of 2 days authonomy the capacity of 18V/30WP SPV Mono crystalline silicon type. 12.8V/15Ah Battery capacity and 12V/5 Amps with Battery management systems. 2 Back-up 12 hours per days GI Pole of 6 m height and 74mm outer dia and 60ft semi-circular area coverage of each system guarantee for solar module is ten years and guarantee for the Battery is 2 years, guarantee for the complete system should be minimum of 1 year including cost of installation with all lead, lift, machinery, labour, transportation and commissioning as per engineer-in-charges etc | No | 39412.0 | 39412.0 | 4.0 | False | None | None | False | None | False | 157648.0 | 0 |
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