| 1717411001000 | 0 | None | None | Roads | Construction of Thirumani to Rayacharlu Village Connecting road (2.00km) in Pavagada Taluk | 22179617.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3224920 | 111181 | None | 2.5(ii)A,Vol-3 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Dozer In area of light jungle ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | 100 Sqm | 463.74 | 463.74 | 16.8 | False | None | None | False | None | False | 7790.832 | 0 | | 3224921 | 111181 | None | 3.5, Vol-3 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 7.08 | 7.08 | 7500.0 | False | None | None | False | None | False | 53100.0 | 0 | | 3224922 | 111181 | None | 3.7, Vol-3 | Compacting Original Ground 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 123.9 | 123.9 | 1500.0 | False | None | None | False | None | False | 185850.0 | 0 | | 3224923 | 111181 | None | 1.14.1, Vol-1 | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 120.36 | 120.36 | 1312.0 | False | None | None | False | None | False | 157912.32 | 0 | | 3224924 | 111181 | None | 2.1.2, Vol-1 | 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 150mm 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 most of steel reinforcement & formwork shall b e paid separately) Mix 1:4:8 (MS) Usisng 40mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 6683.52 | 6683.52 | 104.0 | False | None | None | False | None | False | 695086.08 | 0 | | 3224925 | 111181 | None | 2.11 h Vol-1 | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Tonne | 93232.98 | 93232.98 | 9.55 | False | None | None | False | None | False | 890374.959 | 0 | | 3224926 | 111181 | None | 2.4.2 Vol-1 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel rein forcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 7461.14 | 7461.14 | 256.0 | False | None | None | False | None | False | 1910051.84 | 0 | | 3224927 | 111181 | None | 2.4.2 Vol-1 | Cost of Form work Centreing and Scaffording qty vide Item No 6 of 35% of 6323.00 = 2213.05 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 2611.4 | 2611.4 | 256.0 | False | None | None | False | None | False | 668518.4 | 0 | | 3224928 | 111181 | None | 4.17 A Vol-3 | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 3019.62 | 3019.62 | 1650.0 | False | None | None | False | None | False | 4982373.0 | 0 | | 3224929 | 111181 | None | 16.28 Volum-3 | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 7969.72 | 7969.72 | 180.0 | False | None | None | False | None | False | 1434549.6 | 0 | | 3224930 | 111181 | None | 5.1A(i) Vol-3 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 48.38 | 48.38 | 6375.0 | False | None | None | False | None | False | 308422.5 | 0 | | 3224931 | 111181 | None | 5.3 (1) Vol-3 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 14.16 | 14.16 | 6375.0 | False | None | None | False | None | False | 90270.0 | 0 | | 3224932 | 111181 | None | 5.6, C Vol-3 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 8805.16 | 8805.16 | 318.75 | False | None | None | False | None | False | 2806644.75 | 0 | | 3224933 | 111181 | None | 5.20-B, Vol-3 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade Type - B. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 207.68 | 207.68 | 6375.0 | False | None | None | False | None | False | 1323960.0 | 0 | | 3224934 | 111181 | None | 3.6, Vol-3 | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 581.74 | 581.74 | 720.0 | False | None | None | False | None | False | 418852.8 | 0 | | 3224935 | 111181 | None | 8.16(iii) Vol-3 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | No | 993.56 | 993.56 | 7.0 | False | None | None | False | None | False | 6954.92 | 0 | | 3224936 | 111181 | None | 8.16(ii), Vol-3 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | No | 3453.86 | 3453.86 | 3.0 | False | None | None | False | None | False | 10361.58 | 0 | | 3224937 | 111181 | None | 8.8, Vol-3 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retrore flectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 11448.36 | 11448.36 | 2.7 | False | None | None | False | None | False | 30910.572 | 0 | | 3224938 | 111181 | None | 8.6,A,(iv) Vol-3 | Retro-Reflectorised Traffic Signs 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 x 3mm 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. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Each | 4252.72 | 4252.72 | 8.0 | False | None | None | False | None | False | 34021.76 | 0 | | 3224939 | 111181 | None | 8.25, A Vol-3 | Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | m | 4295.2 | 4295.2 | 1435.0 | False | None | None | False | None | False | 6163612.0 | 0 |
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