| 1707935180000 | 0 | None | None | Roads | Road & Drain Work in various wards & places of TMC Gajendragada | 3697114.67 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2595560 | 80884 | None | code no 1 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & 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 the work (PWD SR 2023-24 Vol-1 ,P.No. 8 , I.No.1.14 ) | Cum | 105.06 | 105.06 | 225.0 | False | None | None | False | None | False | 23638.5 | 0 | | 2595561 | 80884 | None | code no 2 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2023-24 Vol-3 , I.No. 3.1 P no-17 ) | Cum | 87.55 | 87.55 | 225.0 | False | None | None | False | None | False | 19698.75 | 0 | | 2595562 | 80884 | None | code no 3 | 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. (PWD SR 2023-24 Vol-1 , I.No. 1.8 P no-8 ) | Cum | 488.22 | 488.22 | 131.25 | False | None | None | False | None | False | 64078.875 | 0 | | 2595563 | 80884 | None | code no 4 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401For Grading -II Material ( PWD SR 2023-24 Vol-3, I.No.4.2(ii) ,P.no- 23 ) | Cum | 2504.96 | 2504.96 | 75.0 | False | None | None | False | None | False | 187872.0 | 0 | | 2595564 | 80884 | None | code no 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 ( PWD SR 2021-22 Vol-3, I.No.3.5 P no-17) | Sqm | 7.38 | 7.38 | 625.0 | False | None | None | False | None | False | 4612.5 | 0 | | 2595565 | 80884 | None | code no 6 | 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.( PWD SR 2023-24 Vol-3, I.No-4.17 ,P no-26 ) | Cum | 2635.77 | 2635.77 | 204.75 | False | None | None | False | None | False | 539673.9075 | 0 | | 2595566 | 80884 | None | code no 7 | Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on Cement Concrete pavement ( PWD SR 2021-22 Vol-3, I.No.5.5 P no-31 ) | Sqm | 20.91 | 20.91 | 1167.5 | False | None | None | False | None | False | 24412.425 | 0 | | 2595567 | 80884 | None | code no 8 | Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type 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( PWD SR 2021-22 Vol-3, I.No.5.6 P.No-31) | Cum | 7762.08 | 7762.08 | 55.0 | False | None | None | False | None | False | 426914.4 | 0 | | 2595568 | 80884 | None | code no 9 | 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.( PWD SR 2021-22 Vol-3, I.No.5.31 P.No-43) | Cum | 10456.56 | 10456.56 | 27.5 | False | None | None | False | None | False | 287555.4 | 0 | | 2595569 | 80884 | None | code no 10 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. (PWD SR 2023-24 Vol-1 ,P.No. 9 , I.No.1.17 ) | Cum | 269.86 | 269.86 | 33.75 | False | None | None | False | None | False | 9107.775 | 0 | | 2595570 | 80884 | None | code no 11 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc HDPE Grade PE80-PN10.0,110mm dia(PWD SR 2023-24 Vol-5 , I.No. 3.7 code -K030D P no-122 ) | m | 504.7 | 504.7 | 100.0 | False | None | None | False | None | False | 50470.0 | 0 | | 2595571 | 80884 | None | code no 12 | Lowering,laying and fusion welding Jointing for HDPE Pipes Grade PE-80 / PE-100 conforming to IS 4984-2016, of specified dia. including hydrualic testing and commissioning etc.(Contractor will make his own arrangements for procuring water for testing) for: 110mm dia(PWD SR 2023-24 Vol-5 , I.No. 15.4 code -K110D P no-129 ) | m | 84.46 | 84.46 | 100.0 | False | None | None | False | None | False | 8446.0 | 0 | | 2595572 | 80884 | None | code no 13 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing SN8 Double Wall Corrugated HDPE pipe sizes of 100 mm dia (PWD SR 2023-24 Vol-5 , I.No. 16.1 code -K130A P no-129 ) | No | 228.66 | 228.66 | 2.0 | False | None | None | False | None | False | 457.32 | 0 | | 2595573 | 80884 | None | code no 14 | Earth work excavation by manual means for drains, canals, waste weir draft, approach channels, key trench, foundation of Buildings & Bridges and such similar 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 CHAPTER -1-EARTH WORK-Item/No.1.4/1.4.1/In all kinds of soils Depth upto 1.5 m( PWD-COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS-2023 - 2024 ) | Cum | 307.97 | 307.97 | 426.65 | False | None | None | False | None | False | 131395.4005 | 0 | | 2595574 | 80884 | None | code no 15 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (SCHEDULE OF RATES FOR ROAD AND BRIDGE WORKS 2023 - 2024 PUBLIC WORKS DEPARTMENT GOVERNMENT OF KARNATAKA VOLUME - 3CHAPTER - 3 EARTH WORK, EROSION CONTROL AND DRAINAGE) Sl No-3.1 /Ref. to MoRT&H IRC: 301 | Cum | 87.55 | 87.55 | 45.08 | False | None | None | False | None | False | 3946.754 | 0 | | 2595575 | 80884 | None | code no 16 | 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.CHAPTER 2 CONCRETE WORKS -Item/No.2.1/ 2.1.4Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates ( PWD-COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS-2023 - 2024 ) | Cum | 6403.51 | 6403.51 | 55.2 | False | None | None | False | None | False | 353473.752 | 0 | | 2595576 | 80884 | None | code no 17 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. CHAPTER 2 CONCRETE WORKS -Item/No.2.2/2.2.1/M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( PWD-COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS-2023 - 2024 ) | Cum | 10438.52 | 10438.52 | 103.17 | False | None | None | False | None | False | 1076942.1084 | 0 | | 2595577 | 80884 | None | code no 18 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. PWD SR 2021-22 Vol:3 P.NO.71, I.No: 9.3 | t | 97123.85 | 97123.85 | 4.13 | False | None | None | False | None | False | 401121.5005 | 0 | | 2595578 | 80884 | None | code no 19 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc HDPE Grade PE80-PN10.0,90mm dia(PWD SR 2023-24 Vol-5 , I.No. 3.6 code -K030G P no-122 ) | m | 345.05 | 345.05 | 90.0 | False | None | None | False | None | False | 31054.5 | 0 | | 2595579 | 80884 | None | code no 20 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc HDPE Grade PE80-PN10.0,140mm dia(PWD SR 2023-24 Vol-5 , I.No. 3.6 code -K030G P no-122 ) | m | 514.5 | 514.5 | 80.0 | False | None | None | False | None | False | 41160.0 | 0 | | 2595580 | 80884 | None | code no 21 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing SN8 Double Wall Corrugated HDPE pipe sizes of 100 mm dia (PWD SR 2023-24 Vol-5 , I.No. 16.3 code K130C P no.129 ) | No | 228.66 | 228.66 | 20.0 | False | None | None | False | None | False | 4573.2 | 0 | | 2595581 | 80884 | None | code no 22 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia (PWD SR 2023-24 Vol-5 , I.No. 16.3 code K130C P no.129 ) | No | 325.48 | 325.48 | 20.0 | False | None | None | False | None | False | 6509.6 | 0 |
|