1723623126000 | 0 | None | None | Other Works | Bashettihalli Town Panchayath Limit RCC Drain Spun pipe line installation work from Obadenahalli milk dairy to Narayanaswamy house 2) Construction of drain till Ramakka house to Reddy Compound of Arehalli Guddahalli. 3) CC road and drainage work from Eshwara Rao house to Doddaballapur main road opposite Navodaya school in Bashettihalli | 916539.27 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3776112 | 142441 | None | code01 | 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. In all kinds of soils Depth upto 1.5 m. KPWD SR 2023-2024,Vol 1, P.No:5, Sl No:- 1.4.1. | Cum | 249.26 | 249.26 | 109.88 | False | None | None | False | None | False | 27388.6888 | 0 | 3776113 | 142441 | None | code02 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. KPWD SR 2023-2024,Vol 1, P.No:15, Sl No:- 2.1.3. | Cum | 6168.67 | 6168.67 | 14.65 | False | None | None | False | None | False | 90371.0155 | 0 | 3776114 | 142441 | None | code03 | Supplying 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.RCC NP3 Class pipe of 450 mm dia. BWSSB 2023-24, Vol: 5, P.No.188, No:16.3.5 | Rmtr | 2423.59 | 2423.59 | 65.0 | False | None | None | False | None | False | 157533.35 | 0 | 3776115 | 142441 | None | code04 | Filling available excavated earth excluding rock in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. KPWD SR 2023-2024,Chapter 1, Vol- 1 ,Sl. No.1.9, Page no.7 | Cum | 273.98 | 273.98 | 21.23 | False | None | None | False | None | False | 5816.5954 | 0 | 3776116 | 142441 | None | code05 | 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. KPWD SR 2023-2024,Vol 1, P.No 15, Sl No: 2.2.1 | Cum | 8742.07 | 8742.07 | 19.0 | False | None | None | False | None | False | 166099.33 | 0 | 3776117 | 142441 | 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. PWD SR: 2023-24, V-2. P.No.175, Item No:17.50 | Tonne | 92140.71 | 92140.71 | 1.14 | False | None | None | False | None | False | 105040.4094 | 0 | 3776118 | 142441 | None | code07 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. KPWD SR: 2023-24, V-2. P.No.175, Item No:17.5 | Each | 1156.69 | 1156.69 | 149.0 | False | None | None | False | None | False | 172346.81 | 0 | 3776119 | 142441 | None | code08 | 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, 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 of machinery & other appurtenances required to complete the work. KPWD 2023-24, Vol:1 P.No.8 I.No:1.12 | Cum | 97.85 | 97.85 | 22.5 | False | None | None | False | None | False | 2201.625 | 0 | 3776120 | 142441 | None | code09 | 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 KPWD 2023-23, Vol:3 P.No.23, Ref. to MoRT&H :IRC 406, I.No:4.17. | Cum | 2635.77 | 2635.77 | 22.5 | False | None | None | False | None | False | 59304.825 | 0 | 3776121 | 142441 | None | code10 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a 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, 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. KPWD SR 2023-2024, Vol- 3 ,Ref. to MoRT&H : IRCSl.1501, No.16.28, Page no.1 | Cum | 6956.62 | 6956.62 | 18.75 | False | None | None | False | None | False | 130436.625 | 0 |
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