| 1719470047000 | 0 | None | None | Roads | Construction of C C Road and C C Drain and Deck Slab At Ward No 10 In Selected Place Construction of C C Road At Ward No 18 Behind The Balaji Palace Conservency Galli Development of Road At Ward No 20 Muslim Block From Ex Counciler Siraj House to Gous Sharif House and Development of Road at Ward No 06 From Meenakshi Bar Madhu House to Taylor Bayamma House Under K R Nagar TMC Limit | 1524929.49 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3375386 | 118835 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work, I.No 1.12, Pg.No 8 of 2023-24 Year of Volume I PWD SR | Cum | 97.85 | 97.85 | 125.0 | False | None | None | False | None | False | 12231.25 | 0 | | 3375387 | 118835 | None | code02 | 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. Pg.No 17, I.No 3.7 of 2023-24 Year of PWD Volume 3 Roads and Bridge SR | Cum | 108.15 | 108.15 | 66.0 | False | None | None | False | None | False | 7137.9 | 0 | | 3375388 | 118835 | None | code03 | Construction of Subgrade and earthen Shoulders- Construction of Subgrade 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 requirnment of Table No 300-2 (I.No 3.6, P.No 17 2023-24 Year of Volume III PWD SR | Cum | 507.79 | 507.79 | 57.0 | False | None | None | False | None | False | 28944.03 | 0 | | 3375389 | 118835 | None | code04 | Granular Sub-Base with Close Graded Material (Table:- 400-I) Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For grading -II Material Medium Works (I.No. 4.1(A)(V)P.No.23 of 2023-24 Year of Volume III PWD SR | Cum | 2636.8 | 2636.8 | 28.0 | False | None | None | False | None | False | 73830.4 | 0 | | 3375390 | 118835 | None | code05 | Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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, Pg.No 26, I.No 4.17 of 2023-24 Year of Volume III PWD SR | Cum | 2635.77 | 2635.77 | 71.0 | False | None | None | False | None | False | 187139.67 | 0 | | 3375391 | 118835 | None | code06 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means. Pg.No 31, I.No 5.1A(i) of 2023-24 Year of PWD Volume III Roads and Bridge SR | Sqm | 45.3 | 45.3 | 280.0 | False | None | None | False | None | False | 12684.0 | 0 | | 3375392 | 118835 | None | code07 | Providing and Laying Bituminous macadumwith 120 TPH Capacity hot mix plant batch type using crushed agreegates of Specified grading premixed with bituminous binder VG-30@3.4% 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,. Pg.No 32. I.No 5.8 (A), of 2023-24 Year of PWD Volume -III SR | Cum | 7972.21 | 7972.21 | 14.0 | False | None | None | False | None | False | 111610.94 | 0 | | 3375393 | 118835 | None | code08 | Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (Pg.No 31,SL.No 5.3) of 2023-24 Year of PWD Volume III Roads and Bridge SR | Sqm | 13.39 | 13.39 | 280.0 | False | None | None | False | None | False | 3749.2 | 0 | | 3375394 | 118835 | None | code09 | Providing and Laying Semi dense Bituminous Concrete with 40/60 TPH Capacity hot mix plant batch type using crushed aggregate of Specified grading Premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to laid over a previously prepared surface with mechanical paver finisher to the reqired grade, level and alignment and rolled as per MoRTH V revision. Pg.No 43, I.No 5.31 of 2023-24 Year of PWD Volume III Roads and Bridge SR | Cum | 10469.37 | 10469.37 | 7.0 | False | None | None | False | None | False | 73285.59 | 0 | | 3375395 | 118835 | None | code10 | Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other forign matter, demarcation at site and traffic control, I.No 8.13, Pg.No 66 2023-24 Year of PWD SR | Sqm | 158.62 | 158.62 | 14.0 | False | None | None | False | None | False | 2220.68 | 0 | | 3375396 | 118835 | None | code11 | 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:383:2016, 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. I.No 16.27, Pg.No 148 of 2023-24 Year PWD Vol-III Roads and Bridge Common SR | Cum | 6707.36 | 6707.36 | 80.25 | False | None | None | False | None | False | 538265.64 | 0 | | 3375397 | 118835 | None | code12 | Crack Groove Cutting: Groove shall be cut using hand held electrically operated concrete cutting machine of size of 50 mm
wide and 75 mm deep on each side of the crack to form as "V" groove all along the crack to fill the polyester resin/ Epoxy putty (horizontal and vertical cracks). After the groove cutting, the concrete shall be removed from the groove using the pneumatic concrete chipping machine to form "V" groove. The item includes the cost of hire charges for all machineries, tools and barges and all labour charges etc., complete. I.No 10, Pg.No 161 of 2023-24 Year of PWD Voli-III Common SR | Mtr | 772.5 | 772.5 | 49.0 | False | None | None | False | None | False | 37852.5 | 0 | | 3375398 | 118835 | None | code13 | 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. I.No 1.14, Pg.no 08 of 2023-24 Year of PWD Volume I Common SR | Cum | 105.06 | 105.06 | 128.25 | False | None | None | False | None | False | 13473.945 | 0 | | 3375399 | 118835 | None | code14 | 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 40 mm and down size graded crushed coarse aggregates) Pg.No 15, SL.No 2.1 & 2.1.3 of 2023-24 Year PWD Volume I Common SR | Cum | 6168.67 | 6168.67 | 10.95 | False | None | None | False | None | False | 67546.9365 | 0 | | 3375400 | 118835 | None | code15 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes achine mixed with super plasti cisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, in cluding all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all 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 and down size graded crushed coarse aggregates). I.No 2.3.1, Pg.No 16 of 2023-24 Year of PWD Volume I Common SR | Cum | 6838.32 | 6838.32 | 28.225 | False | None | None | False | None | False | 193011.582 | 0 | | 3375401 | 118835 | None | code16 | 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. Buildings (PWD Vol-1 SR 2023-24, Item No. 2.11a, Page No. 18) | Tonne | 92140.71 | 92140.71 | 1.497 | False | None | None | False | None | False | 137934.64287 | 0 | | 3375402 | 118835 | None | code17 | 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. Pg.No 07, I.No 1.9 of 2023-24 Year of Volume I PWD SR | Cum | 210.12 | 210.12 | 15.0 | False | None | None | False | None | False | 3151.8 | 0 | | 3375403 | 118835 | None | code18 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of
work Pg.No 17, I.No 3.1 of 2023-24 Year of PWD Volume III Roads and Bridge SR | Cum | 87.55 | 87.55 | 238.25 | False | None | None | False | None | False | 20858.7875 | 0 |
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