| 1725611215000 | 0 | None | None | Roads | Replacement of UGD pipeline and construction of CC road at vaddarageri and vaddarabanda road in ward no.15, Ballari city, under 8443 MLA Grants for the year 2023-24. | 924873.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3933515 | 152010 | None | PWD CSR For 2023-24 Vol 3 Pag No:12 Item No. 2.19 | 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-3 SR 2023-24, P.no. 12, I.No. 2.19. | Cum | 591.15 | 591.15 | 31.32 | False | None | None | False | None | False | 18514.818 | 0 | | 3933516 | 152010 | None | Vol-1 SR 2023-24, Page No.05, Item No.1.1 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm 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 levelling the excavated earth or sorting & stacking the selected earth 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, Page No.05, Item No.1.1 | Cum | 95.55 | 95.55 | 56.7 | False | None | None | False | None | False | 5417.685 | 0 | | 3933517 | 152010 | None | PWD SR For R&B 2023-24 Vol 3 P.No. 23 Sl No. 3.6 | Construction of Sub Grade and Earthen shouders Construction of subgrade and earthen shoulders with approved material Gravel Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 | Cum | 517.65 | 517.65 | 37.8 | False | None | None | False | None | False | 19567.17 | 0 | | 3933518 | 152010 | None | CSR R&B 2023-24 Vol 3 P.No.23 I.No. 4.1.A | Granular Sub-Base
A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material | Cum | 2611.35 | 2611.35 | 37.8 | False | None | None | False | None | False | 98709.03 | 0 | | 3933519 | 152010 | None | PWD SR 2021-22 Volume-3 Page No. 24 I.No.4.27 | 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 SR 2021-22 Volume-3 Page No. 24 I.No.4.27) | Cum | 2686.95 | 2686.95 | 28.35 | False | None | None | False | None | False | 76175.0325 | 0 | | 3933520 | 152010 | None | Vol-3 SR 2023-24, Item No. 16.27, P.No.148 | 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 platevibrators 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 SR 2023-24, Item No. 16.27, P.No.148 | Cum | 6692.7 | 6692.7 | 56.7 | False | None | None | False | None | False | 379476.09 | 0 | | 3933521 | 152010 | None | PWD SR For R&B 2023-24 Vol 5 P.No 198 I.No.16.28 | 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 | Each | 8577.45 | 8577.45 | 2.0 | False | None | None | False | None | False | 17154.9 | 0 | | 3933522 | 152010 | None | Vol-1 SR 2023-24, I.no.1.6.1. P.No.6 | 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. Vol-1 SR 2023-24, I.no.1.6.1. P.No.6 | Cum | 508.2 | 508.2 | 91.93 | False | None | None | False | None | False | 46718.826 | 0 | | 3933523 | 152010 | None | PWD CSR For 2023-24 Vol 5 P.No. 115 Item No. 10.3. | Providing 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)withjointing 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: Pipes of SN8 Self Fit - 200mm dia | m | 934.5 | 934.5 | 108.0 | False | None | None | False | None | False | 100926.0 | 0 | | 3933524 | 152010 | None | PWD CSR For 2023-24 Vol 5 P.No.201 Item No. 16.40. | 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 SR 2023-24, P.no 201, I.No.16.40.(Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.2.0m depth & Medium duty SFRC cover & frame) | Each | 48777.75 | 48777.75 | 1.0 | False | None | None | False | None | False | 48777.75 | 0 | | 3933525 | 152010 | None | Vol-5 SR 23-24, I.No.10.1.6,P.No 113 | 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 & 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. PVC pipes 90mm dia, 6 kg/sqcm & class 3., Vol-5 SR 23-24, I.No.10.1.6,P.No 113. | m | 308.7 | 308.7 | 30.0 | False | None | None | False | None | False | 9261.0 | 0 | | 3933526 | 152010 | None | Vol-5 SR 23-24, P.No.197, I.no.16.25.1 | 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 Vol-5 SR 23-24, P.No.197, I.no.16.25.1 | Each | 16352.7 | 16352.7 | 2.0 | False | None | None | False | None | False | 32705.4 | 0 | | 3933527 | 152010 | None | Vol-1 SR 2023-2, P.no 7, I.No 1.10 | Refilling the pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms thickness including disposing off the surplus earth with a lead of 200 Mtrs. Vol-1 SR 2023-2, P.no 7, I.No 1.10. | Each | 168.0 | 168.0 | 64.8 | False | None | None | False | None | False | 10886.4 | 0 | | 3933528 | 152010 | None | PWD CSR 2023-24 Vol 3 P.No. 78 Item No. 8.54 | 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 | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3933529 | 152010 | None | PWD CSR For 2023-24 Vol 5 P.No.201 Item No.16.40.1 | 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 SR 2023-24, P.no 201, I.No.16.40.(Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.2.0m depth & Medium duty SFRC cover & frame) | Each | 25566.45 | 25566.45 | 2.0 | False | None | None | False | None | False | 51132.9 | 0 |
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