| 1708089353000 | 0 | None | None | Roads | Construction of C.C road and rain from Allabhakshi huse to sanna barikera Honnurswamy house, Basheer sab house to Sanna Hasan house and sanna Mudakappa House to Masjid at Jalibenchi village in Ballari Taluk, Under 2515 KKRDB (Micro) for the year 2023-24. | 4038133.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2659292 | 82777 | None | I.No.1.12 Vol 1 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal of stumpsand other deleterious matter including dressing of excavated surfaces, posing 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 of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (PWD CSR For 2023-24 Vol 1 Pag No: Item No. 1.12)
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 99.75 | 99.75 | 246.0 | False | None | None | False | None | False | 24538.5 | 0 | | 2659293 | 82777 | None | Vol 3 P.No.15 I.No.7 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.(PWD SR 2021-22 Volume-3 Page No. 15 I.No.3.7)
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 91.35 | 91.35 | 246.0 | False | None | None | False | None | False | 22472.1 | 0 | | 2659294 | 82777 | None | Vol 3 P.No15 Sl No.3.6 | Construction of sub-grade 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 (PWD SR For R&B 2021-22 Vol 3 P.No. 15 Sl No. 3.6)
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 517.65 | 517.65 | 246.0 | False | None | None | False | None | False | 127341.9 | 0 | | 2659295 | 82777 | None | Volune-3 2021-22 Page No.19 I.No. 4.1.A.(v) | 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 ( SR Volune-3 2021-22 Page No. 19 I.No. 4.1.A.(v)
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2601.9 | 2601.9 | 164.0 | False | None | None | False | None | False | 426711.6 | 0 | | 2659296 | 82777 | 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)
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2686.95 | 2686.95 | 123.01 | False | None | None | False | None | False | 330521.7195 | 0 | | 2659297 | 82777 | None | PWD CSR For 2023-24 Vol 3 P.No. 148 Item No. 16.28 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared ub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:33:2016:, 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 PWD CSR For 2023-24 Vol 3 P.No. 148 Item No. 16.28
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7091.7 | 7091.7 | 246.0 | False | None | None | False | None | False | 1744558.2 | 0 | | 2659298 | 82777 | 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 (PWD CSR 2023-24 Vol 3 P.No. 78 Item No. 8.54)
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 9450.0 | 9450.0 | 4.0 | False | None | None | False | None | False | 37800.0 | 0 | | 2659299 | 82777 | None | PWD CSR 2023-24 Vol 2 P.No. 126 Item No. 13.53 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 (PWD CSR 2023-24 Vol 2 P.No. 126 Item No. 13.53)
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 5924.1 | 5924.1 | 7.0 | False | None | None | False | None | False | 41468.7 | 0 | | 2659300 | 82777 | None | PWD CSR 2023-24 Vol 2 P.No. 176 Item No. 17.28) | 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 kg/m2, 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. (PWD CSR 2023-24 Vol 2 P.No. 176 Item No. 17.28)
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 974.4 | 974.4 | 221.0 | False | None | None | False | None | False | 215342.4 | 0 | | 2659301 | 82777 | None | PWD CSR For 2023-24 Vol 1 Pag No: Item No. 1.12) | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal of stumpsand other deleterious matter including dressing of excavated surfaces, posing 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 of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (PWD CSR For 2023-24 Vol 1 Pag No: Item No. 1.12)
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 99.75 | 99.75 | 281.5 | False | None | None | False | None | False | 28079.625 | 0 | | 2659302 | 82777 | None | PWD CSR For 2023-24 Vol 1 P.No. 8 Item No. 2.1.3) | Providing and Laying in position plain cement concrete for levelling course for all works in foundation .The granite /trap/basalt curshed 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 leads and lifts cost of all materials of quality labour usage charges of machineries curing and all other appurtenances required to complete the work as per technical specifications (The cost of steel reinforcement and formwork shall be paid seperately) Mix 1:3:6 (M-10) Using 40 mm Nominal size graded crushed coarse aggregates
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 22.1 | False | None | None | False | None | False | 138974.745 | 0 | | 2659303 | 82777 | None | PWD CSR For 2023-24 Vol 1 P.No. 16 Item No. 2.4.2) | 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/trap/basalt 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.
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 52.7 | False | None | None | False | None | False | 349883.205 | 0 | | 2659304 | 82777 | None | I.No.1 | Form work ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2323.7 | 2323.7 | 52.7 | False | None | None | False | None | False | 122458.99 | 0 | | 2659305 | 82777 | None | PWD CSR For 2023-24 Vol 1 P.No.18 Item No. 2.11c) | Supplying itting and placing TMT FE 550 550D Steel Reinforcement including the cost of all materials machinery labor cleaning straightening, cutting bending hooking lapping welding joints tying with binding wire soft annealed steel wire and other ancillary operations complete as per drawing and technical specification. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | t | 90.75 | 90.75 | 3449.81 | False | None | None | False | None | False | 313070.2575 | 0 | | 2659306 | 82777 | None | PWD CSR 2023-24 Vol 5 P.No. 113Item No. 10.1.1) | 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) PVC pipes 25mm dia, 10 kg/sqcm & class 5 (PWD CSR 2023-24 Vol 5 P.No. 113 Item No. 10.1.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 50.4 | 50.4 | 225.0 | False | None | None | False | None | False | 11340.0 | 0 | | 2659307 | 82777 | None | Item No. 10.1.7 | 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) PVC pipes 110 mm dia, 10 kg/sqcm & class 5 (PWD CSR 2023-24 Vol 5 P.No. 113 Item No. 10.1.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 431.55 | 431.55 | 240.0 | False | None | None | False | None | False | 103572.0 | 0 |
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