| 1725442872000 | 1 | None | None | Other Works | Providing Underground Drainage And Construction Of CC Road From Babu House to Main Road At 11Th Ward From Nagappa Katte Madalaghatta Main Road At 1St Ward From Garadimane to Hallada Road At 23rd Ward From Basapura Bheemappa House to Main Road Via Panduranga Temple At 3rd Ward From Pundalikappa Eranna House To Jiledar House Via Patil Vijayakumar Shop At 2nd Ward And From Dasara Ramanna House to Vali Street At 4Th Ward In Huvinahadagali Limits (Reserved To ST Category) | 1931436.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3916563 | 151094 | None | code01 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.. PWD SR 2023-24 Vol:2 P.NO.189 I.No:19.24 | Sqm | 190.05 | 190.05 | 332.54 | False | None | None | False | None | False | 63199.227 | 0 | | 3916564 | 151094 | None | code02 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. PWD SR 2023-24 Vol:3 P.NO.12 I.No:2.19 | Cum | 591.15 | 591.15 | 12.6 | False | None | None | False | None | False | 7448.49 | 0 | | 3916565 | 151094 | None | code03 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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. All kinds of soils. Depth upto 1.50 m, I.No 1.17.1, Page No. 10 PWD Common SR-2023-24 (V-1) | Cum | 275.1 | 275.1 | 319.22 | False | None | None | False | None | False | 87817.422 | 0 | | 3916566 | 151094 | None | code04 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: Pipes of SN4, 110mm dia., I.No.10.2.2, Page No.114, WATER SUPPLY AND UGD WORKS, COMMON SCHEDULE OF RATES 2021-22, Volume - V | Mtr | 302.4 | 302.4 | 307.7 | False | None | None | False | None | False | 93048.48 | 0 | | 3916567 | 151094 | None | code05 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: Pipes of SN4, 160mm dia., I.No.10.2.4, Page No.114, WATER SUPPLY AND UGD WORKS, COMMON SCHEDULE OF RATES 2021-22, Volume - V | Mtr | 604.8 | 604.8 | 225.72 | False | None | None | False | None | False | 136515.456 | 0 | | 3916568 | 151094 | None | code06 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover., I.No. 9, Page No.187, WATER SUPPLY AND UGD WORKS, COMMON SCHEDULE OF RATES 2021-22, Volume - V | Each | 5726.7 | 5726.7 | 39.0 | False | None | None | False | None | False | 223341.3 | 0 | | 3916569 | 151094 | None | code07 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge, I.No. 18.3, Page No.221, WATER SUPPLY AND UGD WORKS, COMMON SCHEDULE OF RATES 2021-22, Volume - V | Each | 2060.1 | 2060.1 | 37.0 | False | None | None | False | None | False | 76223.7 | 0 | | 3916570 | 151094 | None | code08 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover & frame. I.No. 16.15.3, Page No.192, WATER SUPPLY AND UGD WORKS, COMMON SCHEDULE OF RATES 2021-22, Volume - V | Each | 32938.5 | 32938.5 | 3.0 | False | None | None | False | None | False | 98815.5 | 0 | | 3916571 | 151094 | None | code09 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5 M depth & SFRC cover & frame. I.No. 16.15.3, Page No.192, WATER SUPPLY AND UGD WORKS, COMMON SCHEDULE OF RATES 2021-22, Volume - V | Each | 40300.05 | 40300.05 | 2.0 | False | None | None | False | None | False | 80600.1 | 0 | | 3916572 | 151094 | None | code10 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.6 M depth & SFRC cover & frame. I.No. 16.15.7, Page No.192, WATER SUPPLY AND UGD WORKS, COMMON SCHEDULE OF RATES 2021-22, Volume - V | Each | 43646.4 | 43646.4 | 3.0 | False | None | None | False | None | False | 130939.2 | 0 | | 3916573 | 151094 | None | code11 | 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. I.No 1.10, Page No.7, PWD Common SR-2023-24 (V-1) | Cum | 168.0 | 168.0 | 319.22 | False | None | None | False | None | False | 53628.96 | 0 | | 3916574 | 151094 | None | code12 | Providing and laying flooring with burnt stone slabs 10 cms thick, rough chistle dressed on sand bed 7.5 cms to 8 cms thick and pointed with cement mortar 1:3, , including cost of materials, sand, labour, curing complete as per specifications. PWD SR 2023-24 Vol:2 P.NO.63, I.No: 9.26 | Sqm | 2488.5 | 2488.5 | 192.1 | False | None | None | False | None | False | 478040.85 | 0 | | 3916575 | 151094 | None | code13 | 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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. PWD SR 2023-24 Vol:3 P.NO.149 I.No: 16.28 | Cum | 7091.7 | 7091.7 | 40.89 | False | None | None | False | None | False | 289979.613 | 0 | | 3916576 | 151094 | None | code14 | Loosening, levelling 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. PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.7 | Cum | 110.25 | 110.25 | 49.86 | False | None | None | False | None | False | 5497.065 | 0 | | 3916577 | 151094 | None | code15 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work, PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 | Cum | 89.25 | 89.25 | 49.88 | False | None | None | False | None | False | 4451.79 | 0 | | 3916578 | 151094 | None | code16 | 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 P.NO.26 I.No: 4.17 | Cum | 2686.95 | 2686.95 | 37.92 | False | None | None | False | None | False | 101889.144 | 0 |
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