| 1722965370000 | 0 | None | None | Water supply/sewage lines | Construction of UGD at 2nd main 3rd cross B D Layout and Siddareshwara badavane at ward no 03 | 803498.55 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3707889 | 136776 | None | code01 | Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal ofdismantled materials and stacking serviceable and unserviceable
materials separatel (P No.12, I No.2.19 PWD SR 2023-24) V-3 | Cum | 591.15 | 591.15 | 6.0 | False | None | None | False | None | False | 3546.9 | 0 | | 3707890 | 136776 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanicalmeans as per drawing and technical specifications, including setting out,construction of shoring, strutting, barricading, caution lights, bracing, usingsight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levellingthe bottom of trench to the extent required , utilising the available excavatedearth locally for the work etc., and all other appurtenances complete in thefollowing strata. . Depth upto 1.50 m .Vol-1 P No.10, I No.1.17.1 PWD SR 2023-24)) | Cum | 275.1 | 275.1 | 231.1 | False | None | None | False | None | False | 63575.61 | 0 | | 3707891 | 136776 | None | code03 | 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:250mm dia(Vol-5 SR-2023-24 P No.114, IN-10.2.12) | m | 1618.05 | 1618.05 | 148.0 | False | None | None | False | None | False | 239471.4 | 0 | | 3707892 | 136776 | 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 SN 8, 200mm dia.(Vol-5 SR-2023-24 P No.114, IN-10.2.11) | m | 1085.7 | 1085.7 | 40.0 | False | None | None | False | None | False | 43428.0 | 0 | | 3707893 | 136776 | None | code05 | 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 supplying 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, supplying 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. : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia (Vol-5 SR-2023-24,P No.204 IN-16.46 )For 1.20 m depth | No | 30891.42 | 30891.42 | 1.0 | False | None | None | False | None | False | 30891.42 | 0 | | 3707894 | 136776 | None | code05.1 | For 1.40 m depth | No | 35533.89 | 35533.89 | 1.0 | False | None | None | False | None | False | 35533.89 | 0 | | 3707895 | 136776 | None | code05.2 | For 1.50 m depth | No | 37855.13 | 37855.13 | 3.0 | False | None | None | False | None | False | 113565.39 | 0 | | 3707896 | 136776 | None | code05.3 | For 1.60 m depth | No | 40176.36 | 40176.36 | 3.0 | False | None | None | False | None | False | 120529.08 | 0 | | 3707897 | 136776 | None | code06 | 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 (Vol-01 SR-2022 P No 7 I NO 1.10) | Cum | 168.0 | 168.0 | 198.97 | False | None | None | False | None | False | 33426.96 | 0 | | 3707898 | 136776 | None | code07 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications ,including cost of labour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work. (Vol-1 SR 2023-24 P No.7, I No.1.8) | Cum | 497.7 | 497.7 | 3.0 | False | None | None | False | None | False | 1493.1 | 0 | | 3707899 | 136776 | None | code08 | 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 m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-03 SR-2023-24 P No.26, I NO 4.17) | Cum | 2686.95 | 2686.95 | 3.0 | False | None | None | False | None | False | 8060.85 | 0 | | 3707900 | 136776 | None | code09 | 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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.(P.No-148,I.NO-16.27, Vol-3) | Cum | 6692.7 | 6692.7 | 4.5 | False | None | None | False | None | False | 30117.15 | 0 | | 3707901 | 136776 | None | code10 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (Vol-3 SR 2023-24 P No.16, I No.3.1) | Cum | 89.25 | 89.25 | 32.13 | False | None | None | False | None | False | 2867.6025 | 0 | | 3707902 | 136776 | None | code11 | 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:110mm dia(Vol-5 SR-2023-24 P No.114, IN-10.2.8 | m | 364.35 | 364.35 | 20.0 | False | None | None | False | None | False | 7287.0 | 0 | | 3707903 | 136776 | None | code12 | Supplying 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, testingn and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes an specials (excluding cost of specials) with jointing of approved type, withall 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. for:110mm dia (Vol-5 SR-2023-24 P No.113 I NO 10.1.7 ) | m | 431.55 | 431.55 | 12.0 | False | None | None | False | None | False | 5178.6 | 0 | | 3707904 | 136776 | None | code13 | 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.0.3m depth (Vol-5 SR-2023-24 P No.198 I NO 16.28.1 | No | 8577.45 | 8577.45 | 2.0 | False | None | None | False | None | False | 17154.9 | 0 | | 3707905 | 136776 | None | code14 | 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..(Vol-5 SR 2023-24 P No.191, I No-16.9) | No | 5726.7 | 5726.7 | 3.0 | False | None | None | False | None | False | 17180.1 | 0 | | 3707906 | 136776 | None | code15 | Supplying 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.Heavy Duty(Vol-05 SR-2022 P No 196 I NO 16.23.20 ) | No | 2692.2 | 2692.2 | 3.0 | False | None | None | False | None | False | 8076.6 | 0 | | 3707907 | 136776 | None | code16 | 3 X240sqmm 2023-24 part 4 11kv materials SR .(Vol-6 SR 2023-24 P No.20, I No.45.02). | No | 12664.0 | 12664.0 | 1.0 | False | None | None | False | None | False | 12664.0 | 0 | | 3707908 | 136776 | None | code17 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804(Vol 3 I.No.8.54 P.No.78) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
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