| 1707229833000 | 0 | None | None | Roads | Construction of CC Drain and Improvement of Road at K Hemmanahally in Bogadi TP limit | 2286760.32 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2484817 | 74909 | None | code1 | 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. (Vol-I SR 2023-24, Item no. 1.17.1, Page No.10) | Cum | 269.86 | 269.86 | 392.32 | False | None | None | False | None | False | 105871.4752 | 0 | | 2484818 | 74909 | None | code2 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the workt In all kinds of Soils. Depth upto 1.50m ( Vol.1 SR-2023-24, Item no. 1.6.1, Page No.6) | Cum | 498.52 | 498.52 | 47.77 | False | None | None | False | None | False | 23814.3004 | 0 | | 2484819 | 74909 | None | code3 | 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. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying 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, dewatering, 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 1.2mm diaCirc. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.,1.5 M depth & SFRC cover & frame (WS&UGD Vol-5 CSR 2023-24, Item no. 16.15.3, Page No.191&192 ). | Each | 39532.43 | 39532.43 | 10.0 | False | None | None | False | None | False | 395324.3 | 0 | | 2484820 | 74909 | None | code4 | 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. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying 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, dewatering, 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 1.2mm diaCirc. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.,1.8 M depth & SFRC cover & frame (WS&UGD Vol-5 CSR 2023-24, Item no. 16.15.6, Page No.191&192 ). | Each | 916.7 | 916.7 | 285.0 | False | None | None | False | None | False | 261259.5 | 0 | | 2484821 | 74909 | None | code5 | Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 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 Pipes of SN8 Self Fit - 250mm dia. (WS&UGD CSR Vol-5 2023-24, Item no. 10.3.9, Page No.114&115 ). | Mtr | 357.41 | 357.41 | 124.0 | False | None | None | False | None | False | 44318.84 | 0 | | 2484822 | 74909 | None | code6 | 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 SN 8, 110mm dia. (WS&UGD CSR Vol-5 2023-24, Item no. 10.2.8, Page No.114). | Mtr | 506.76 | 506.76 | 62.0 | False | None | None | False | None | False | 31419.12 | 0 | | 2484823 | 74909 | None | code7 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments. 110 mm dia PVC BEND (WS&UGD CSR Vol-5 2023-24, Item no. 10.11.8, Page No.118). | Each | 341.96 | 341.96 | 100.0 | False | None | None | False | None | False | 34196.0 | 0 | | 2484824 | 74909 | None | code8 | Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting, finishing neatly by giving satisfactory hydraulic test etc.,complete For 63mm (0.075) to 315mm(0.787): (WS&UGD CSR Vol-5 2023-24, Item no. 10.5, Page No.116). | Mtr | 5833.92 | 5833.92 | 7.2 | False | None | None | False | None | False | 42004.224 | 0 | | 2484825 | 74909 | None | code9 | 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Vol-01, 2023-24, Item no. 2.1.2, Page No.15) | Cum | 81381.33 | 81381.33 | 0.96 | False | None | None | False | None | False | 78126.0768 | 0 | | 2484826 | 74909 | None | code10 | 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. All other type of structures (PWD Vol-1 SR 2023-24, Item No. 2.11h, Page No. 18) | Tonne | 8725.74 | 8725.74 | 19.38 | False | None | None | False | None | False | 169104.8412 | 0 | | 2484827 | 74909 | None | code11 | Providing and laying in position 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 granite/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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR, Vol.1, 2023-24, Item no. 2.4.2, Page No.16) | Cum | 164.8 | 164.8 | 216.9576 | False | None | None | False | None | False | 35754.61248 | 0 | | 2484828 | 74909 | None | code12 | 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. (PWD Vol-I SR 2023-24, Item no. 1.10, Page No.7) | Cum | 87.55 | 87.55 | 76.91 | False | None | None | False | None | False | 6733.4705 | 0 | | 2484829 | 74909 | None | code13 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (PWD SR Vol 3, 2023-24, Item no. 3.1, Page No.17) | Cum | 1156.69 | 1156.69 | 62.25 | False | None | None | False | None | False | 72003.9525 | 0 | | 2484830 | 74909 | None | code14 | Compacting original ground supporting embankment 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. m (PWD SR Vol.1, 2023-24, Item no. 3.7, Page No.17) | Cum | 108.15 | 108.15 | 156.0 | False | None | None | False | None | False | 16871.4 | 0 | | 2484831 | 74909 | None | code15 | 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 Vol-III, SR 2023-24, Item no. 4.17, Page No.26) | Cum | 2635.77 | 2635.77 | 156.0 | False | None | None | False | None | False | 411180.12 | 0 | | 2484832 | 74909 | None | code16 | 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 per m2 using mechanical means.(PWD Vol-3, SR 2023-24, Item no. 5.1/A(i), Page No.31) | Sqm | 42.23 | 42.23 | 780.0 | False | None | None | False | None | False | 32939.4 | 0 | | 2484833 | 74909 | None | code17 | 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 Vol-3 SR 2023-24, Item no. 5.8/C, Page No.33) | Cum | 7890.83 | 7890.83 | 39.0 | False | None | None | False | None | False | 307742.37 | 0 | | 2484834 | 74909 | None | code18 | 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 Vol-3 SR 2023-24, Sl no. 5.31, IRC-37:2018 Page No.43) | Cum | 10456.56 | 10456.56 | 19.5 | False | None | None | False | None | False | 203902.92 | 0 | | 2484835 | 74909 | None | code19 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (PWD Vol-3 SR 2023-24, ltem no. 8.15, Page No.67) | Sqm | 545.9 | 545.9 | 26.0 | False | None | None | False | None | False | 14193.4 | 0 |
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