| 1726833883000 | 0 | None | None | Water /sewage treatment tanks | Construction of (UGD) Pipeline and chambers in ward no. 3,5,10,14,18,24,26 and 29 ward at essential areas and allowing drain water flow to STP | 1607364.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4040342 | 156815 | None | item01 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge (Volume -III P No.163, MoRTH 602.6.3.PWD SR 2023-24) | m | 72.1 | 72.1 | 500.0 | False | None | None | False | None | False | 36050.0 | 0 | | 4040343 | 156815 | None | item02 | 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(Volume-III P No.12,INo -2.19.PWD SR 2023-24) | Cum | 579.89 | 579.89 | 37.5 | False | None | None | False | None | False | 21745.875 | 0 | | 4040344 | 156815 | None | item03 | Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete.in slussy condition(Volume -IV P No. 193, I No 19.57 PWD SR 2023-24) | Cum | 366.68 | 366.68 | 108.0 | False | None | None | False | None | False | 39601.44 | 0 | | 4040345 | 156815 | None | item04 | 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[Volumme-I PNO-6,INO-3.19, Of2021-22 PWD SR] | Cum | 488.22 | 488.22 | 36.0 | False | None | None | False | None | False | 17575.92 | 0 | | 4040346 | 156815 | None | item05 | Earth work excavation for pipeline trenches 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 and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (Volume -I P No. 10, I No 1.19.1 PWD SR 2023-24) | Cum | 269.86 | 269.86 | 301.5 | False | None | None | False | None | False | 81362.79 | 0 | | 4040347 | 156815 | None | item06 | 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 arrangements for procuring water for testing) etc complete for:(Volume -5 P No. 114, I No 10.2.10 PWD SR 2023-24) Pipes of SN 8, 250 mm dia | m | 1587.23 | 1587.23 | 250.0 | False | None | None | False | None | False | 396807.5 | 0 | | 4040348 | 156815 | None | item07 | 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 Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.1.0M depth & SFRC cover & frame.(Volume -5 P No. 192, I No 16.40.1 PWD SR 2023-24) | No | 25079.5 | 25079.5 | 4.0 | False | None | None | False | None | False | 100318.0 | 0 | | 4040349 | 156815 | None | item08 | 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 Constructing Brick Masonry Circular Machinehole 1.2 m internal dia , 1.2 M depth & SFRC cover &(Volume -5 P No.201, I No 16.40.1 PWD-SR 2023-24) | No | 29984.7 | 29984.7 | 3.0 | False | None | None | False | None | False | 89954.1 | 0 | | 4040350 | 156815 | None | item09 | 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 Constructing Brick Masonry Circular Machinehole 1.2 m internal dia , 1.4 M depth & SFRC cover &(Volume -5 P No.201, I No 16.40.1 PWD SR 2023-24) | No | 34982.2 | 34982.2 | 3.0 | False | None | None | False | None | False | 104946.6 | 0 | | 4040351 | 156815 | None | item10 | 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 Constructing Brick Masonry Circular Machinehole 1.2 m internal dia , 1.5 M depth & SFRC cover &(Volume -5 P No.201, I No 16.40.1 PWD SR 2023-24) | No | 37480.9 | 37480.9 | 3.0 | False | None | None | False | None | False | 112442.7 | 0 | | 4040352 | 156815 | None | item11 | 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 Constructing Brick Masonry Circular Machinehole 1.2 m internal dia , 1.6 M depth & SFRC cover &(Volume -5 P No.201, I No 16.40.1 PWD SR 2023-24) | No | 39979.7 | 39979.7 | 3.0 | False | None | None | False | None | False | 119939.1 | 0 | | 4040353 | 156815 | None | item12 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete(Volume -5 P No. 196, I No 16.23.2 PWD SR 2023-24) | No | 2640.92 | 2640.92 | 20.0 | False | None | None | False | None | False | 52818.4 | 0 | | 4040354 | 156815 | None | item13 | 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-05 SR-2023-24 P No-193, I NO-16.28.1) | No | 8414.07 | 8414.07 | 6.0 | False | None | None | False | None | False | 50484.42 | 0 | | 4040355 | 156815 | None | item14 | 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 (Volume -I P No. 7, I No 1.10 PWD SR 2023-24) | Cum | 164.8 | 164.8 | 275.3432 | False | None | None | False | None | False | 45376.55936 | 0 | | 4040356 | 156815 | None | item15 | 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, laing 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.(page no.27 :item no. 4.17 V3-2023-24) | Cum | 2635.77 | 2635.77 | 28.376 | False | None | None | False | None | False | 74792.60952 | 0 | | 4040357 | 156815 | None | item16 | 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.[V-III,PNO -148,INO- 16.27 of 2023-24 Common SR] | Cum | 6565.22 | 6565.22 | 38.8139 | False | None | None | False | None | False | 254821.792558 | 0 | | 4040358 | 156815 | None | item17 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work SR-VOL-3 (SL.NO.3.1 PG NO-79) | Cum | 87.55 | 87.55 | 26.1567 | False | None | None | False | None | False | 2290.019085 | 0 | | 4040359 | 156815 | None | item18 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. COMMN SR-VOL-3 (SL.NO.8.55-C4 PG NO-79) | No | 6036.83 | 6036.83 | 1.0 | False | None | None | False | None | False | 6036.83 | 0 |
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