| 1719371511000 | 0 | None | None | Other Works | Construction of CC drain from KSRC Ramachandra to Jaggannath house. And interlock work from in Bale indramma to Vasanna house. at w.no-11, Interlock work from Anwar to shabbier house, Nasir house to Imran house, Amjaz House to Chandrashekar house. Govt. Urdu School consernvency, construction of CC road Mujeed to Mamu Consernvecy and Salma House to imthiyaz Ravikumar Continuation CC road Construction work at Church in w.no-14, Interlock work near Krishna Mill and CC drain beside Urdu schoolw no16 | 1248982.68 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3353631 | 117995 | None | Code1 | 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.All kinds of soils. Depth upto 1.50 m (I.No.1.17.1 P.No 10 Commom SR 2023-24 Vol-I) | Cum | 269.86 | 269.86 | 25.5 | False | None | None | False | None | False | 6881.43 | 0 | | 3353632 | 117995 | None | Code2 | 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. (I.No.1.12 P.No 8 Commom SR 2023-24 Vol-III) | Cum | 97.85 | 97.85 | 75.7 | False | None | None | False | None | False | 7407.245 | 0 | | 3353633 | 117995 | None | Code3 | 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. (I.No.1.12 P.No 8 Commom SR 2023-24 Vol-III) | Cum | 97.85 | 97.85 | 28.0 | False | None | None | False | None | False | 2739.8 | 0 | | 3353634 | 117995 | None | Code4 | 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 1.50 m (I.No.1.4 P.No 05 Commom SR 2023-24 Vol-I) | Cum | 249.26 | 249.26 | 75.0 | False | None | None | False | None | False | 18694.5 | 0 | | 3353635 | 117995 | None | Code5 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (I.No.3.1 P.No 17 Commom SR 2023-24 Vol-III) | Cum | 87.55 | 87.55 | 138.58 | False | None | None | False | None | False | 12132.679 | 0 | | 3353636 | 117995 | None | Code6 | 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 SN4 Self Fit - 160mm dia. 10.3.1(I.No.10.3.3 P.No 114 Commom SR 2023-24 Vol-III) | Mtr | 533.54 | 533.54 | 25.0 | False | None | None | False | None | False | 13338.5 | 0 | | 3353637 | 117995 | None | Code7 | 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 110mm dia., 6 kg/sqcm & class 3(I.No.10.1.7 P.No 113 Commom SR 2023-24 Vol-III) | Mtr | 423.33 | 423.33 | 30.0 | False | None | None | False | None | False | 12699.9 | 0 | | 3353638 | 117995 | None | Code8 | 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 diaConstructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame(I.No.16.40.1 P.No 201 Commom SR 2023-24 Vol-III) | Each | 25079.47 | 25079.47 | 1.0 | False | None | None | False | None | False | 25079.47 | 0 | | 3353639 | 117995 | None | Code9 | 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(I.No.1.10 P.No.7 of Commom SR 2023-24 Vol-I) | Cum | 164.8 | 164.8 | 22.95 | False | None | None | False | None | False | 3782.16 | 0 | | 3353640 | 117995 | None | Code10 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (I.No.2.1.3 P.No 15 Commom SR 2023-24 Vol-I) | Cum | 6168.67 | 6168.67 | 10.0 | False | None | None | False | None | False | 61686.7 | 0 | | 3353641 | 117995 | None | Code11 | Providing, laying, spreading and compacting graded stoneaggregate to Wet Mix Macadam specification includingpremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying inuniform layers withpaver/grader in sub-base / base course onwell prepared surface and compacting with vibratory roller toachieve the desired density.(I.No.4.17 P.No 26 Commom SR 2023-24 Vol-III) | Cum | 2635.77 | 2635.77 | 77.93 | False | None | None | False | None | False | 205405.5561 | 0 | | 3353642 | 117995 | None | Code12 | 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 achinery, 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(I.No.2.4.2 P.No 17 Commom SR 2023-24 Vol-I) | Cum | 8792.13 | 8792.13 | 19.38 | False | None | None | False | None | False | 170391.4794 | 0 | | 3353643 | 117995 | None | Code13 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. (I.No.2.11h P.No 18 Commom SR 2023-24 Vol-I) | Tonne | 81381.33 | 81381.33 | 0.75 | False | None | None | False | None | False | 61035.9975 | 0 | | 3353644 | 117995 | None | Code14 | 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.(I.No.16.28 P.No 149 Commom SR 2023-24 Vol-III) | Cum | 6956.62 | 6956.62 | 21.0 | False | None | None | False | None | False | 146089.02 | 0 | | 3353645 | 117995 | None | Code15 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)(I.No.6.8.1 P.No 51 Commom SR 2023-24 Vol-III) | Sqm | 1100.04 | 1100.04 | 456.0 | False | None | None | False | None | False | 501618.24 | 0 |
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