| 1725520338000 | 0 | None | None | Water supply/sewage lines | Construction of UGD for linlcing of UGD Water to existing wetwells in Harihara Muncipal limit at Banashankari tempel,Millath circle KEB pooosite,Revanna Siddeswara temple, and Halladakere wetwells. | 3298632.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3927100 | 151431 | None | 001 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials to the appropriate disposal area stacking serviceable and unserviceable material separately including cutting reinforcement bars.(Volume -II P No. 193, I No 19.57 PWD SR 2023-24)
| Cum | 2419.47 | 2419.47 | 12.08 | False | None | None | False | None | False | 29227.1976 | 0 | | 3927101 | 151431 | None | 002 | 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 1.2For Machinehole of 1.2M dia and 3.0 M depth (Volume -5 P No. 197, I No 16.25.3 PWD SR 2023-24)
| Each | 44718.48 | 44718.48 | 2.0 | False | None | None | False | None | False | 89436.96 | 0 | | 3927102 | 151431 | None | 003 | Providing, filling and laying of sand bags filled with sand / clay for diversion of sewage during execution of work.(Vol-5 P No. 206, I No 15.56 PWD SR 2023-24)
| Each | 65.92 | 65.92 | 1150.0 | False | None | None | False | None | False | 75808.0 | 0 | | 3927103 | 151431 | None | 004 | 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 | 584.53 | 584.53 | 253.13 | False | None | None | False | None | False | 147962.0789 | 0 | | 3927104 | 151431 | None | 005 | 16.3 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.(Volume -5 P No. 188, I No 16.3.1 PWD SR 2023-24)
| Each | 2423.59 | 2423.59 | 77.0 | False | None | None | False | None | False | 186616.43 | 0 | | 3927105 | 151431 | None | 006 | Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing).(Volume -5 P No. 188, I No 16.4.1 PWD SR 2023-24)
| Each | 342.99 | 342.99 | 77.0 | False | None | None | False | None | False | 26410.23 | 0 | | 3927106 | 151431 | None | 007 | 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.Upto 0.90m depth(Volume -5 P No. 198, I No 16.28.3 PWD SR 2023-24)
| Each | 28436.24 | 28436.24 | 14.0 | False | None | None | False | None | False | 398107.36 | 0 | | 3927107 | 151431 | None | 008 | 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 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.& 2.0 M depth includ. SFRC F&C .(Volume -5 P No. 192, I No 16.15.11 PWD SR 2023-24)
| Each | 62607.52 | 62607.52 | 6.0 | False | None | None | False | None | False | 375645.12 | 0 | | 3927108 | 151431 | None | 009 | 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) Heavy Duty
| Set | 2640.92 | 2640.92 | 11.0 | False | None | None | False | None | False | 29050.12 | 0 | | 3927109 | 151431 | None | 010 | Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores.(Volume -5 P No. 191, I No 16.14 PWD SR 2023-24)
| Set | 416.12 | 416.12 | 11.0 | False | None | None | False | None | False | 4577.32 | 0 | | 3927110 | 151431 | None | 011 | 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)
| Set | 164.8 | 164.8 | 253.13 | False | None | None | False | None | False | 41715.824 | 0 | | 3927111 | 151431 | None | 012 | Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide shoes, rubber seals with all accessories for barrage including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. (Volume -4 WRD P No. 79, I No-6.18 PWD SR 2023-24)
| t | 158414.0 | 158414.0 | 0.88 | False | None | None | False | None | False | 139404.32 | 0 | | 3927112 | 151431 | None | 013 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. .[Valumme-I PNO-5,INO-1.4.1 Of 2023-24 PWD SR] cum 320 16 336 0
| Cum | 249.26 | 249.26 | 156.38 | False | None | None | False | None | False | 38979.2788 | 0 | | 3927113 | 151431 | None | 014 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Volume 1 P No. 54 I No 3.1 PWD SR 2023-24)
| Cum | 87.55 | 87.55 | 156.38 | False | None | None | False | None | False | 13691.069 | 0 | | 3927114 | 151431 | None | 015 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (P. No.-54 INO-1.23 of Vol 4 WRD SR of PWD SR- 2023-24 )
| Cum | 2762.46 | 2762.46 | 19.25 | False | None | None | False | None | False | 53177.355 | 0 | | 3927115 | 151431 | None | 016 | 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(Volume 1,P No.15, I No 2.1.2 PWD SR 2023-24]
| Cum | 5833.92 | 5833.92 | 14.44 | False | None | None | False | None | False | 84241.8048 | 0 | | 3927116 | 151431 | None | 017 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-I,P No.15 I No 2.2.1 PWD SR 2023-24 Common Shedule of Rates)
| Cum | 6475.61 | 6475.61 | 96.18 | False | None | None | False | None | False | 622824.1698 | 0 | | 3927117 | 151431 | None | 018 | Providing Centering to Concrete works[Pno-111,Ino-4,2023-24 Common SR,V-I] | Cum | 2266.46 | 2266.46 | 96.18 | False | None | None | False | None | False | 217988.1228 | 0 | | 3927118 | 151431 | None | 019 | Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification.(The laps and wastages shall not be measured separately)[Vol-I,PNO-97, INO-2.11 H, Of PWD SR For 2023-2024] | t | 88792.18 | 88792.18 | 4.33 | False | None | None | False | None | False | 384470.1394 | 0 | | 3927119 | 151431 | None | 020 | 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 | 2686.95 | 2686.95 | 33.75 | False | None | None | False | None | False | 90684.5625 | 0 | | 3927120 | 151431 | None | 021 | 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:383:2016:, 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 [Page no.147 :Item no. 16.28 of 2023-24 SR-V3] | Cum | 7091.7 | 7091.7 | 33.75 | False | None | None | False | None | False | 239344.875 | 0 | | 3927121 | 151431 | None | 022 | 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[pg no.78 : item no.8.54, V3] | No | 9270.0 | 9270.0 | 1.0 | False | None | None | False | None | False | 9270.0 | 0 |
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