| 1707934839000 | 1 | None | None | Roads | Construction of Pavers road from Rajedendra ghorpade house to Nadaf house in W.No.1 & from Nekar Society to Shingari house, from Hirebazar road Channaiyanmath vatar, & C.C. Road from Rangrej house to rajesab housen in w.no13 of TMC Gajendragada | 1342403.17 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2595457 | 80876 | None | code no 1 | 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 | 254.1 | 254.1 | 155.25 | False | None | None | False | None | False | 39449.025 | 0 | | 2595458 | 80876 | None | code no 2 | 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 | 89.25 | 89.25 | 108.68 | False | None | None | False | None | False | 9699.69 | 0 | | 2595459 | 80876 | None | code no 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 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-3.6 /Ref. to MoRT&H IRC:305 | Cum | 517.65 | 517.65 | 101.25 | False | None | None | False | None | False | 52412.0625 | 0 | | 2595460 | 80876 | None | code no 4 | 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 densityWet Mix Macadam (Plant Mix Method) 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- 4.17/Ref. to MoRT&H IRC: 406 | Cum | 2686.95 | 2686.95 | 67.5 | False | None | None | False | None | False | 181369.125 | 0 | | 2595461 | 80876 | None | code no 5 | 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)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- 6.8.2 /Ref. to MoRT &H IRC: IRC SP 63:2018 | Sqm | 1219.05 | 1219.05 | 540.0 | False | None | None | False | None | False | 658287.0 | 0 | | 2595462 | 80876 | None | code no 6 | 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 | 6527.85 | 6527.85 | 5.44 | False | None | None | False | None | False | 35511.504 | 0 | | 2595463 | 80876 | None | code no 7 | 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.2.4/2.4.1/Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ( PWD-COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS-2023 - 2024 )) | Cum | 6724.2 | 6724.2 | 27.0 | False | None | None | False | None | False | 181553.4 | 0 | | 2595464 | 80876 | None | code no 8 | 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.2.4/2.4.1/Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ( PWD-COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS-2023 - 2024 ) | Cum | 275.1 | 275.1 | 75.94 | False | None | None | False | None | False | 20891.094 | 0 | | 2595465 | 80876 | None | code no 9 | Providing 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. complete For:Chapter -10/PVC PIPE WORKS SL No-10.1/10.1.7 /PVC pipes 110mm dia., 6 kg/sqcm & class 3 COMMON SCHEDULE OF RATES FOR WATER SUPPLY AND SEWERAGE Works 2023 - 2024 Prepared by BWSSB, RDW&SD, KUWS&DB GOVERNMENT OF KARNATAKA VOLUME - 5 | m | 431.55 | 431.55 | 225.0 | False | None | None | False | None | False | 97098.75 | 0 | | 2595466 | 80876 | None | code no 10 | 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 CHAPTER -1-EARTH WORK-Item/No.1.10 /In all kinds of soils Depth upto 1.5 m( PWD-COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS-2023 - 2024 ) | Cum | 168.0 | 168.0 | 75.94 | False | None | None | False | None | False | 12757.92 | 0 | | 2595467 | 80876 | None | code no 11 | Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete SL No- 10.8 /10.8.8/110mm dia PVC couplers COMMON SCHEDULE OF RATES FOR WATER SUPPLY AND SEWERAGE Works 2023 - 2024 Prepared by BWSSB, RDW&SD, KUWS&DB GOVERNMENT OF KARNATAKA VOLUME - 5 | No | 179.55 | 179.55 | 6.0 | False | None | None | False | None | False | 1077.3 | 0 | | 2595468 | 80876 | None | code no 12 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendmentsSL No- 10.9 /10.9.8/110 mm dia PVC Elbows , COMMON SCHEDULE OF RATES FOR WATER SUPPLY AND SEWERAGE Works 2023 - 2024 Prepared by BWSSB, RDW&SD, KUWS&DB GOVERNMENT OF KARNATAKA VOLUME - 5 | No | 317.1 | 317.1 | 6.0 | False | None | None | False | None | False | 1902.6 | 0 | | 2595469 | 80876 | None | code no 13 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendmentsSL No- 10.9 /10.9.8/110 mm dia PVC Elbows , COMMON SCHEDULE OF RATES FOR WATER SUPPLY AND SEWERAGE Works 2023 - 2024 Prepared by BWSSB, RDW&SD, KUWS&DB GOVERNMENT OF KARNATAKA VOLUME - 5 | No | 263.55 | 263.55 | 6.0 | False | None | None | False | None | False | 1581.3 | 0 | | 2595470 | 80876 | None | code no 14 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendmentsSL No- 10.9 /10.9.8/110 mm dia PVC Elbows , COMMON SCHEDULE OF RATES FOR WATER SUPPLY AND SEWERAGE Works 2023 - 2024 Prepared by BWSSB, RDW&SD, KUWS&DB GOVERNMENT OF KARNATAKA VOLUME - 5 | No | 516.6 | 516.6 | 6.0 | False | None | None | False | None | False | 3099.6 | 0 | | 2595471 | 80876 | None | code no 15 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete SL No- 2.23 /2.23.3/ For sluice Valve of PN - 10.0 and 100mm , COMMON SCHEDULE OF RATES FOR WATER SUPPLY AND SEWERAGE Works 2023 - 2024 Prepared by BWSSB, RDW&SD, KUWS&DB GOVERNMENT OF KARNATAKA VOLUME - 5 | No | 11428.2 | 11428.2 | 4.0 | False | None | None | False | None | False | 45712.8 | 0 |
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