| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1723029240000 | 0 | None | None | Water supply/sewage lines | Package-10. 1.Construction of machinehole chamber at Parvati Nagar and Renuka Nagar in W.No 01 of Ballari City. 2.Providing and Laying of UGD pipeline from Reeth Meet Studio to Government Hindi Model Higher Primary School in W.No 02 of Ballari City. 3.Providing and Laying of UGD Pipeline in Kalamma street and Brahamin street in W.No 02 of Ballari City. 4.Providing and Laying of UGD Pipeline in Kolmijanda Katte Oni in W.No 03 of Ballari City. | 334054.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3714886 | 137345 | None | code01 | 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 work.. All kinds of soils. Depth upto 1.50 m DSR 2023-24 V- 1 item no 1.6.1 SOR code Page no 6 IN ALL KIND OFSOIL DEPTH UPTO 1.5MTR | Cum | 508.2 | 508.2 | 111.28 | False | None | None | False | None | False | 56552.496 | 0 | | 3714887 | 137345 | None | code02 | Dewatering the sewage / storm water by using reqired HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump. CMSR2023-24 VOL-5, , I.No 16.55.1 PAGE NO 206 | Hour | 325.5 | 325.5 | 15.0 | False | None | None | False | None | False | 4882.5 | 0 | | 3714888 | 137345 | None | code03 | Providing 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 for: Vol-5 SR2023-24 , P.No 114 , I.No 10.2.10 Pipes of SN 8, 200mm dia. | m | 1085.7 | 1085.7 | 125.0 | False | None | None | False | None | False | 135712.5 | 0 | | 3714889 | 137345 | None | code04 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia. VOL-5, I.NO.40.1 Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. ,1.4 M depth & Medium duty SFRC cover & frame | Each | 25566.45 | 25566.45 | 2.0 | False | None | None | False | None | False | 51132.9 | 0 | | 3714890 | 137345 | None | code05 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Vol-5, COMM SR 2023-24, It.No.16.28.1 Upto 0.30m depth | Each | 8577.45 | 8577.45 | 10.0 | False | None | None | False | None | False | 85774.5 | 0 |
| | 1723029240000 | 0 | None | None | Water supply/sewage lines | Package-10. 1.Construction of machinehole chamber at Parvati Nagar and Renuka Nagar in W.No 01 of Ballari City. 2.Providing and Laying of UGD pipeline from Reeth Meet Studio to Government Hindi Model Higher Primary School in W.No 02 of Ballari City. 3.Providing and Laying of UGD Pipeline in Kalamma street and Brahamin street in W.No 02 of Ballari City. 4.Providing and Laying of UGD Pipeline in Kolmijanda Katte Oni in W.No 03 of Ballari City. | 501798.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3714891 | 137346 | None | code01 | 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. Vol- iii SR 2023-24 P.No 12, I.No 2.19
iii) Dismantling Brick / Tile work, By Manual Means | Cum | 640.5 | 640.5 | 3.0 | False | None | None | False | None | False | 1921.5 | 0 | | 3714892 | 137346 | None | code02 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.Vol- iii SR 2023-24 P.No 12, I.No 2.18, A Bituminous course, By Manual Means | Cum | 1309.35 | 1309.35 | 7.5 | False | None | None | False | None | False | 9820.125 | 0 | | 3714893 | 137346 | None | code03 | 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 work.. All kinds of soils. Depth upto 1.50 m DSR 2023-24 V- 1 item no 1.6.1 SOR code Page no 6 | Cum | 508.2 | 508.2 | 151.46 | False | None | None | False | None | False | 76971.972 | 0 | | 3714894 | 137346 | None | code05 | Providing 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 for: Vol-5 SR2023-24 , P.No 114 , I.No 10.2.10 Pipes of SN 8, 160mm dia. | m | 731.85 | 731.85 | 210.0 | False | None | None | False | None | False | 153688.5 | 0 | | 3714895 | 137346 | None | code06 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia. VOL-5, I.NO.40.1 Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. ,1.0M depth & Medium duty SFRC cover & frame | Each | 25566.45 | 25566.45 | 4.0 | False | None | None | False | None | False | 102265.8 | 0 | | 3714896 | 137346 | None | code07 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia. VOL-5, I.NO.40.1 Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.4M depth & Medium duty SFRC cover & frame | Each | 34850.97 | 34850.97 | 2.0 | False | None | None | False | None | False | 69701.94 | 0 | | 3714897 | 137346 | None | code08 | 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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. (Vol-3 R&B SR 2023-24, It.No.16.27) | Cum | 6692.7 | 6692.7 | 10.5 | False | None | None | False | None | False | 70273.35 | 0 | | 3714898 | 137346 | None | code09 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Vol-5 I.NO. 16.28, P.NO.198 | Each | 8577.45 | 8577.45 | 2.0 | False | None | None | False | None | False | 17154.9 | 0 |
| | 1723029240000 | 0 | None | None | Water supply/sewage lines | Package-10. 1.Construction of machinehole chamber at Parvati Nagar and Renuka Nagar in W.No 01 of Ballari City. 2.Providing and Laying of UGD pipeline from Reeth Meet Studio to Government Hindi Model Higher Primary School in W.No 02 of Ballari City. 3.Providing and Laying of UGD Pipeline in Kalamma street and Brahamin street in W.No 02 of Ballari City. 4.Providing and Laying of UGD Pipeline in Kolmijanda Katte Oni in W.No 03 of Ballari City. | 334709.17 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3714899 | 137347 | None | code01 | Cutting Cement Concrete road surface for pipe line trenches and disposing off the excavated stuff with all lead and lift as directed including barricading, danger lighting etc.,in following classifactions . CMSR 2023-24 P.no 63, I.No 1.1&1.3 | Cum | 998.55 | 998.55 | 7.2 | False | None | None | False | None | False | 7189.56 | 0 | | 3714900 | 137347 | None | code02 | Removing & Resetting existing Heavy Duty CobbleInterlocking stonesPavers of thickness 607580100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paverstones required shall be added separately)Vol-3 SR 2023-24 , It.No.10.16, P.No.95. | Sqm | 508.2 | 508.2 | 20.0 | False | None | None | False | None | False | 10164.0 | 0 | | 3714901 | 137347 | None | code03 | Earth work excavation for pipelinescables 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 work. Vol-1, SR 2023-24 , It.No.1.6 | Cum | 508.2 | 508.2 | 81.42 | False | None | None | False | None | False | 41377.644 | 0 | | 3714902 | 137347 | None | code04 | Dewatering the sewage storm water by using reqired HP submersible pump for the diversion of storm sewage during the execution of work. Considering for one Pump. CMSR2023-24 VOL-5, I.No 16.55.1 PAGE NO 206 | Hour | 289.8 | 289.8 | 10.0 | False | None | None | False | None | False | 2898.0 | 0 | | 3714903 | 137347 | None | code05 | Providing 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 for: Vol-5 SR2023-24 , P.No 114 , I.No 10.2.10 Pipes of SN 8, 160mm dia. | m | 731.85 | 731.85 | 100.0 | False | None | None | False | None | False | 73185.0 | 0 | | 3714904 | 137347 | None | code06 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia. VOL-5, I.NO.16.40.1 Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0
M depth & Medium duty SFRC cover & frame | Each | 25566.45 | 25566.45 | 3.0 | False | None | None | False | None | False | 76699.35 | 0 | | 3714905 | 137347 | None | code07 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. VOL-3 SR 2023-24, Item No. 2.8 By Manual Means a. Cement Concrete Grade M-15 & M-20 | Cum | 979.65 | 979.65 | 3.2 | False | None | None | False | None | False | 3134.88 | 0 | | 3714906 | 137347 | None | code08 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. . Vol-1 SR 2023-24, It.No.2.1.2, P.No 6, | Cum | 313.95 | 313.95 | 12.8 | False | None | None | False | None | False | 4018.56 | 0 | | 3714907 | 137347 | None | code09 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite trapbasalt 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. Vol-1 SR 2023-24, It.No.2.1.2, P.No 13, Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 5947.2 | 5947.2 | 3.36 | False | None | None | False | None | False | 19982.592 | 0 | | 3714908 | 137347 | None | code10 | 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 trapbasalt 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. Vol-1 SR 2023-24, P.No 16, It.No. 2.4.2, M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6639.15 | 6639.15 | 5.76 | False | None | None | False | None | False | 38241.504 | 0 | | 3714909 | 137347 | None | code11 | Form Work cost 35 of finished concrete rate As in Vol-1 SR 2023-24, P.No.111, Addendum I. | Sqm | 2323.7 | 2323.7 | 5.76 | False | None | None | False | None | False | 13384.512 | 0 | | 3714910 | 137347 | None | code12 | Supplying, fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingwelding joints, tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Vol-1 SR 2023-24, P.No 18, It.No. 2.11 All other type of structures. | t | 82961.55 | 82961.55 | 0.2725 | False | None | None | False | None | False | 22607.022375 | 0 | | 3714911 | 137347 | None | code13 | Providing and laying 100mm thick pre-cast cover slabs over drains Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel 2.00 kgm2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. VOL-2 SR 2023-24, It.No.17.12, P.No 176. | Sqm | 974.4 | 974.4 | 22.4 | False | None | None | False | None | False | 21826.56 | 0 |
| | 1723029240000 | 0 | None | None | Water supply/sewage lines | Package-10. 1.Construction of machinehole chamber at Parvati Nagar and Renuka Nagar in W.No 01 of Ballari City. 2.Providing and Laying of UGD pipeline from Reeth Meet Studio to Government Hindi Model Higher Primary School in W.No 02 of Ballari City. 3.Providing and Laying of UGD Pipeline in Kalamma street and Brahamin street in W.No 02 of Ballari City. 4.Providing and Laying of UGD Pipeline in Kolmijanda Katte Oni in W.No 03 of Ballari City. | 250784.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3714912 | 137348 | None | code01 | 16.25 Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the same dimensions, with machine made wire cut brick in CM 1 4 with ordinary portland cement etc. as per design and specifications. The existing ring, cover and CC beeding to be used. For 1.2M dia It.No. 16.25.1 PWD SR Vol 5 P.No.197 For Machinehole of 1.2M dia and 1.0 M depth | Cum | 16352.7 | 16352.7 | 4.0 | False | None | None | False | None | False | 65410.8 | 0 | | 3714913 | 137348 | None | code02 | 16.55 Dewatering the sewage , storm water by using reqired HP submersible pump for the diversion of storm , sewage during the execution of work. Considering for one Pump. 16.55.1 5 hp pump | Cum | 325.5 | 325.5 | 20.0 | False | None | None | False | None | False | 6510.0 | 0 | | 3714914 | 137348 | None | code03 | 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 and 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 PVC pipes 110mm dia., 6 kg sqcm and class 3 PWD SR 23 24 VOLUME 5 . Item No. 10.1.7 Page No. | Rmtr | 431.55 | 431.55 | 30.0 | False | None | None | False | None | False | 12946.5 | 0 | | 3714915 | 137348 | None | code04 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1 4 plaster with bricks of approved quality and CM plaster 1 3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1 2 4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592 Part I 1988 and IS 12592 Part II 1991 with latest amendments in CC 1 2 4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Medium Duty cover and frame.For 1.2m dia. VOL 5 SR 2023 24, P.no 201, I.No.16.40.2 Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 2.0 m depth and Medium duty SFRC cover and frame | Rmtr | 48777.75 | 48777.75 | 3.0 | False | None | None | False | None | False | 146333.25 | 0 | | 3714916 | 137348 | None | code05 | 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 and 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. PWD CMSR VOL 1 IT.NO 2.1.4 Mix 1 3 6 Using 20 mm nominal size graded crushed coarse aggregates | No | 6527.85 | 6527.85 | 3.0 | False | None | None | False | None | False | 19583.55 | 0 |
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