| 1719496068000 | 0 | None | None | Roads | Construction of Concrete road Opposite Hobbalamma Choultry to Siddaiah house at Kergalli in Bogadi Town Panchayathi Limit | 4170742.97 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3390477 | 119422 | None | code01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 of machinery & other appurtenaces required to complete the work ( Vol.1 SR-2023-24 P-8, SL.NO-1.14.1) | Cum | 105.06 | 105.06 | 602.0 | False | None | None | False | None | False | 63246.12 | 0 | | 3390478 | 119422 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils 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 etc., and all other appurtenances complete in the following strata. ( KPWD SR-2024-25 Vol.1 P-10, SL.NO-1.17.1) | Cum | 269.86 | 269.86 | 322.0 | False | None | None | False | None | False | 86894.92 | 0 | | 3390479 | 119422 | None | code03 | Earth work excavation for pipeline trenches in all kinds of soils 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 etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m( KPWD SR-2024-25 Vol.1 P-10, SL.NO-1.19.1) | Cum | 467.62 | 467.62 | 99.0 | False | None | None | False | None | False | 46294.38 | 0 | | 3390480 | 119422 | None | code04 | Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates : Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8Using 40 mm nominal size graded crushed coarse aggregates.PWD 2023-24 common SRPage No. 15 Item No.2.1.2 Volume no I | Cum | 5833.92 | 5833.92 | 83.72 | False | None | None | False | None | False | 488415.7824 | 0 | | 3390481 | 119422 | None | code05 | M20 Design Mix : 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.. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD 2023-24 common SR Page No.16 Item No.2.4.2 Volume no I | Cum | 6838.32 | 6838.32 | 86.45 | False | None | None | False | None | False | 591172.764 | 0 | | 3390482 | 119422 | None | code06 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a) PWD 2023-24 common SR Page No. 18 Item No.2.11 (h) Volume no I | Tonne | 81381.33 | 81381.33 | 3.06 | False | None | None | False | None | False | 249026.8698 | 0 | | 3390483 | 119422 | None | code07 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed- ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. KPWD 2023-24 common SR Page No. 7 Item No.1.9 Volume no I | Cum | 273.98 | 273.98 | 34.8 | False | None | None | False | None | False | 9534.504 | 0 | | 3390484 | 119422 | None | code08 | Wet Mix Macadam (Plant mix method) 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 Grader in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density.PWD 2023-24 common SR Page No.26 Item No 4.17 Volume III | Cum | 2635.77 | 2635.77 | 107.25 | False | None | None | False | None | False | 282686.3325 | 0 | | 3390485 | 119422 | None | code09 | M30 (Grade) : Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid . KPWD 2023-24 common SR Page No.50 Item No 6.6 Volume III | Cum | 6977.22 | 6977.22 | 166.5 | False | None | None | False | None | False | 1161707.13 | 0 | | 3390486 | 119422 | None | code10 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. . PWD 2023-24 common SR Page No.63 Item No 9.25 Volume II | Sqm | 824.0 | 824.0 | 130.0 | False | None | None | False | None | False | 107120.0 | 0 | | 3390487 | 119422 | None | code11 | 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.: (WS& UGD works Vol. V SR-2023-24 P-198, I No 16.28.1 ) Upto 0.30m depth | Cum | 8414.07 | 8414.07 | 10.0 | False | None | None | False | None | False | 84140.7 | 0 | | 3390488 | 119422 | None | code12 | 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.1 SR-2023-24 P-7., SL.NO-1.10,) | Cum | 164.8 | 164.8 | 245.51 | False | None | None | False | None | False | 40460.048 | 0 | | 3390489 | 119422 | None | code13 | 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. 1.20 M depth & SFRC cover Frame. SR-2023-34 BWSSB, RDW&SD, KUWS&DB Vol, 5 ( P-, 192 SL.NO-16.15.3) | Each | 32311.1 | 32311.1 | 15.0 | False | None | None | False | None | False | 484666.5 | 0 | | 3390490 | 119422 | None | code14 | 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) 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 : Pipes of SN8 Self Fit - 160 mm dia . SR-2023-34 BWSSB, RDW&SD, KUWS&DB Vol, 5 ( P-, 114 SL.NO-10.3.7) | Mtr | 635.51 | 635.51 | 250.0 | False | None | None | False | None | False | 158877.5 | 0 | | 3390491 | 119422 | None | code15 | Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. SR-2023-34 BWSSB, RDW&SD, KUWS&DB Vol, 5 ( P-, 208 SL.NO-16.60) | Each | 8378.02 | 8378.02 | 30.0 | False | None | None | False | None | False | 251340.6 | 0 | | 3390492 | 119422 | None | code16 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum.
(Tipper 5.5 m3).KPWD 2023-24 common SR Page No. 3 Item No.1.1 a Volume no III | Cum | 139.05 | 139.05 | 468.6 | False | None | None | False | None | False | 65158.83 | 0 |
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