| 1707915652000 | 0 | None | None | Roads | CONSTRUCTION OF CC ROAD AND LAYING OF UGD LINE FROM HABEEB HOUSE TO SCHOOL NO - 17 AT NAVBAG IN WARD NO - 28 OF CITY CORPORATION VIJAYAPURA | 1058170.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2593300 | 80747 | None | CSR_23-24_Vol.1_Page.8_Clause.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, 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. In all kinds of soils upto 300 mm depth | Cum | 99.75 | 99.75 | 117.0 | False | None | None | False | None | False | 11670.75 | 0 | | 2593301 | 80747 | None | CSR_23-24_Vol.3_Page.17_Clause.3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 117.0 | False | None | None | False | None | False | 10442.25 | 0 | | 2593302 | 80747 | None | CSR_23-24_Vol.1_Page.6_Clause.1.6.1 | 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. In all kinds of soils. Depth upto 1.50m | Cum | 508.2 | 508.2 | 63.0 | False | None | None | False | None | False | 32016.6 | 0 | | 2593303 | 80747 | None | CSR_23-24_Vol.3_Page.26_Clause.4.17 | 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. | Cum | 2686.95 | 2686.95 | 58.5 | False | None | None | False | None | False | 157186.575 | 0 | | 2593304 | 80747 | None | CSR_23-24_Vol.3_Page.149_Clause.16.28 | 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. | Cum | 7091.7 | 7091.7 | 58.5 | False | None | None | False | None | False | 414864.45 | 0 | | 2593305 | 80747 | None | CSR_23-24_Vol.5_Page.198_Clause.16.28.1 | 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 0.30m depth | Each | 8577.45 | 8577.45 | 4.0 | False | None | None | False | None | False | 34309.8 | 0 | | 2593306 | 80747 | None | CSR_23-24_Vol.5_Page.187_Clause.16.1.4 | Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 230 mm dia. pipes | Mtr | 926.1 | 926.1 | 70.0 | False | None | None | False | None | False | 64827.0 | 0 | | 2593307 | 80747 | None | CSR_23-24_Vol.5_Page.187_Clause.16.1.2 | Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes | Mtr | 610.05 | 610.05 | 9.0 | False | None | None | False | None | False | 5490.45 | 0 | | 2593308 | 80747 | None | CSR_23-24_Vol.5_Page.191_Clause.16.10 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. | Each | 4447.8 | 4447.8 | 4.0 | False | None | None | False | None | False | 17791.2 | 0 | | 2593309 | 80747 | None | CSR_23-24_Vol.5_Page.A-48_Clause.787 | SFRC MH Circ. 560 Frame + Cover MD | Each | 887.25 | 887.25 | 4.0 | False | None | None | False | None | False | 3549.0 | 0 | | 2593310 | 80747 | None | CSR_23-24_Vol.5_Page.201_Clause.16.40.2 | 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. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 2.0 m depth & Medium duty SFRC cover & frame | Each | 48777.75 | 48777.75 | 6.0 | False | None | None | False | None | False | 292666.5 | 0 | | 2593311 | 80747 | None | CSR_23-24_Vol.5_Page.113_Clause.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) etc. complete For: PVC pipes 25mm dia, 10 kg/sqcm & class 5 | Mtr | 50.4 | 50.4 | 20.0 | False | None | None | False | None | False | 1008.0 | 0 | | 2593312 | 80747 | None | CSR_23-24_Vol.5_Page.113_Clause.10.1.6 | 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 For: PVC pipes 90mm dia, 10 kg/sqcm & class 5 | Mtr | 308.7 | 308.7 | 40.0 | False | None | None | False | None | False | 12348.0 | 0 |
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