| 1723563140000 | 0 | None | None | Roads | Development of road from 17th ward Convent School to Bhagavathinagar road, infront of Ward no 11 Mahadevapete fish Market, Ward no 12 Dasawala Musthafa house to Main road footpath (Interlocks), Construction of steps to retaining wall near Jaleel house at Ward no 3 Thyagaraja Colony, Const of retaining wall infront of Ranipete Rangappa and Subbamma house, Laying of Interlocks infront of Dechuru Drustiganapathi temple and Const of road from Dr. Ponnappa house at Ward no 20 behind race cource road | 1631192.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3773382 | 142190 | None | 2.4B | 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. In area of thorny jungle ---- With all lead | 100 Sqm | 1680.0 | 1680.0 | 0.18 | False | None | None | False | None | False | 302.4 | 0 | | 3773383 | 142190 | None | 3.5 | 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 ---- With all lead | Sqm | 6.72 | 6.72 | 210.0 | False | None | None | False | None | False | 1411.2 | 0 | | 3773384 | 142190 | None | 1.2 | Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling 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, usage& other appurtenances required to complete the work. ---- With all lead | Cum | 644.0 | 644.0 | 48.7 | False | None | None | False | None | False | 31362.8 | 0 | | 3773385 | 142190 | None | 1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, pproach 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. In all kinds of soils Depth upto 1.5 m ---- With all lead | Cum | 271.04 | 271.04 | 107.27 | False | None | None | False | None | False | 29074.4608 | 0 | | 3773386 | 142190 | None | 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004. ---- With all lead | Sqm | 477.12 | 477.12 | 28.0 | False | None | None | False | None | False | 13359.36 | 0 | | 3773387 | 142190 | None | 4.17 | 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 | Cum | 2866.08 | 2866.08 | 103.54 | False | None | None | False | None | False | 296753.9232 | 0 | | 3773388 | 142190 | None | 5.1 | 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/m2 using mechanical means ---- With all lead | Sqm | 45.92 | 45.92 | 490.0 | False | None | None | False | None | False | 22500.8 | 0 | | 3773389 | 142190 | None | 5.7C | Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 ---- With all lead | Cum | 8607.2 | 8607.2 | 24.5 | False | None | None | False | None | False | 210876.4 | 0 | | 3773390 | 142190 | None | 5.32 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- With all lead | Sqm | 13.44 | 13.44 | 490.0 | False | None | None | False | None | False | 6585.6 | 0 | | 3773391 | 142190 | None | 5.31 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision ---- With all lead | Cum | 11370.24 | 11370.24 | 12.25 | False | None | None | False | None | False | 139285.44 | 0 | | 3773392 | 142190 | None | 1.8 | 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 | Cum | 530.88 | 530.88 | 11.4 | False | None | None | False | None | False | 6052.032 | 0 | | 3773393 | 142190 | None | 6.8.2 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) ---- With all lead | Sqm | 1300.32 | 1300.32 | 243.5 | False | None | None | False | None | False | 316627.92 | 0 | | 3773394 | 142190 | None | 2.1.3 | 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 ---- With all lead | Cum | 6707.68 | 6707.68 | 2.16 | False | None | None | False | None | False | 14488.5888 | 0 | | 3773395 | 142190 | None | 2.4.2 | 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 ---- With all lead | Cum | 7081.76 | 7081.76 | 16.38 | False | None | None | False | None | False | 115999.2288 | 0 | | 3773396 | 142190 | None | 2.11C | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement ncluding cost of all materials, machinery, labour, cleaning, traightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical pecification.Sub structure of Bridges. ---- With all lead | Tonne | 96804.96 | 96804.96 | 1.0369 | False | None | None | False | None | False | 100377.063024 | 0 | | 3773397 | 142190 | None | 016 | Staircase and other similar structures 50% ---- With all lead | Cum | 3540.88 | 3540.88 | 1.08 | False | None | None | False | None | False | 3824.1504 | 0 | | 3773398 | 142190 | None | 011 | Earth retaining structure 10% ---- With all lead | Cum | 708.18 | 708.18 | 15.3 | False | None | None | False | None | False | 10835.154 | 0 | | 3773399 | 142190 | None | 6.6 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & llifts, loading & unloading charges, cost and onveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. grrove cutting shall be paid separatly ---- With all lead | Cum | 7586.88 | 7586.88 | 40.76 | False | None | None | False | None | False | 309241.2288 | 0 | | 3773400 | 142190 | None | 1.9 | 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. ---- With all lead | Cum | 297.92 | 297.92 | 7.5 | False | None | None | False | None | False | 2234.4 | 0 |
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