1723059077000 | 0 | None | None | Other Works | Construction of box Drainage from Ward No. 24 Bommanakatte William House to Thimlapura Road CMC limit Bhadravathi | 1270186.64 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3718241 | 137627 | None | Code01 | 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 2023-24 PWD Common SR,Vol.no 1 P.No = 5 I.No 1.4.1 | Cum | 249.26 | 249.26 | 137.38 | False | None | None | False | None | False | 34243.3388 | 0 | 3718242 | 137627 | None | Code02 | Providing and laying in position plain cement concrete Mix 1:4:8( M7.5) Using 40 mm nominal size graded crushed coarse aggregates 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. including shuttering and centring (The cost of steel reinforcement shall be paid separately) 2023-24 PWD Common SR,Vol.no 1, P.No = 15 I.no 2.1.2 | Cum | 5833.92 | 5833.92 | 19.42 | False | None | None | False | None | False | 113294.7264 | 0 | 3718243 | 137627 | None | Code03 | 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 gnite/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 reinforcement to be paid separately) M20 Design Minx using 20mm nominal size graded crushed coarse aggregates including shuttering and centring 2023-24 PWD Common SR,Vol.no 1, P.No = 16 I.no 2.4.2] | Cum | 8792.13 | 8792.13 | 37.775 | False | None | None | False | None | False | 332122.71075 | 0 | 3718244 | 137627 | None | Code04 | 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.H.All other type of structures 2023-24 PWD Common SR,Vol.no 1, P.No = 18 I.no 2.11.h | Tonne | 81381.33 | 81381.33 | 1.7466 | False | None | None | False | None | False | 142140.630978 | 0 | 3718245 | 137627 | None | Code05 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 50mm dia., 6 kg/sqcm & class 5 PWD common SR vol 5 2023-24 p.no 113 I.no 10.1.3 | Mtr | 104.03 | 104.03 | 8.8 | False | None | None | False | None | False | 915.464 | 0 | 3718246 | 137627 | None | Code06 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications 2023-24 PWD Common SR,Vol.no 1, P.No = 7 I.no 1.10 | Cum | 164.8 | 164.8 | 37.56 | False | None | None | False | None | False | 6189.888 | 0 | 3718247 | 137627 | None | Code07 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD common SR 2023-24 Vol:3 P.NO.17 I.no 3.1 | Cum | 87.55 | 87.55 | 99.82 | False | None | None | False | None | False | 8739.241 | 0 | 3718248 | 137627 | None | Code08 | Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe (PE80)-PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and ) etc. complete For connection pipe length beyond 2.0 mtrs for every 1 mtr. or part thereof PWD common SR 2023-24 Vol:3 p.no 22 I.no 2.21.4 | Mtr | 973.35 | 973.35 | 4.4 | False | None | None | False | None | False | 4282.74 | 0 | 3718249 | 137627 | None | Code09 | Earth Work Excavtion
Earth work in surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils & up to 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 and stacking the selected earth for reuse in a radius of 50m and lift upto 1.5m inclouding cost of labour, tools, usage of machinery nd other appurtenances reuired to complete the work. PWD Common SR 2023-24 Vol:1
P.NO.8 I no 1.12 | Cum | 97.85 | 97.85 | 39.15 | False | None | None | False | None | False | 3830.8275 | 0 | 3718250 | 137627 | None | Code10 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD Common SR 2023-24 Vol:3 P.NO.17 I no 3.1 | Cum | 87.55 | 87.55 | 39.15 | False | None | None | False | None | False | 3427.5825 | 0 | 3718251 | 137627 | None | Code11 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means PWD Common SR 2023-24 Vol:3 P.NO.17 I no 3.3(i) | Sqm | 51.5 | 51.5 | 580.0 | False | None | None | False | None | False | 29870.0 | 0 | 3718252 | 137627 | None | Code12 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. PWD Common SR 2023-24 Vol:3 P.NO.18 I no 3.11 | Sqm | 4.12 | 4.12 | 580.0 | False | None | None | False | None | False | 2389.6 | 0 | 3718253 | 137627 | None | Code13 | 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 rollerto achieve the desireddensity. PWD Common SR 2023-24 Vol:3 P.NO.26 I no 4.17 | Cum | 2635.77 | 2635.77 | 87.0 | False | None | None | False | None | False | 229311.99 | 0 | 3718254 | 137627 | None | Code14 | Tack coat on Cement Concrete pavement
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. PWD common SR 2023-24 Vol:3 P.NO.31 I.No: 5.1 A(i) | Sqm | 42.23 | 42.23 | 543.75 | False | None | None | False | None | False | 22962.5625 | 0 | 3718255 | 137627 | None | Code15 | Bituminous Macadam Grading - II for traffic 20 MSA
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 @ 3.4%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 PWD common SR 2023-24 Vol:3 P.NO.29 I.no 5.6(i)C | Cum | 7685.86 | 7685.86 | 27.1875 | False | None | None | False | None | False | 208959.31875 | 0 | 3718256 | 137627 | None | Code16 | 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 PWD common SR 2023-24 Vol:3 P.NO.31 I.No: 5.3 (i) | Sqm | 12.36 | 12.36 | 543.75 | False | None | None | False | None | False | 6720.75 | 0 | 3718257 | 137627 | None | Code17 | Close Graded Premix Surfacing/Mixed Seal Surfacing 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 A PWD Common SR 2023-24 Vol:3 P.NO.39 I.no 5.20(A) | Sqm | 197.76 | 197.76 | 543.75 | False | None | None | False | None | False | 107532.0 | 0 | 3718258 | 137627 | None | Code18 | Construction of Sub grade 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 oftable No. 300-2 PWD SR 2023-24 Vol:3 P.NO.17 I no 3.6 | Cum | 507.79 | 507.79 | 26.0999 | False | None | None | False | None | False | 13253.268221 | 0 |
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