| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1721995933000 | 0 | None | None | Other Works | P-3Providing & Laying of Pavers (30.20 Sqm) at W.No. 14. 2Construction of Vikalasnehi Toilet in Government Public Hospital in Kustagi TMC Limit. (ST Cagegory) (W.No. 14) | 128653.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3630799 | 132026 | None | code01 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 8.3 | False | None | None | False | None | False | 740.775 | 0 | | 3630800 | 132026 | None | code02 | Loosening, leveling and Compacting original ground supporting embankment to facilitate lacement 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. | Cum | 110.25 | 110.25 | 8.3 | False | None | None | False | None | False | 915.075 | 0 | | 3630801 | 132026 | None | code03 | 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 for Grading - III Material | Cum | 2636.55 | 2636.55 | 8.3 | False | None | None | False | None | False | 21883.365 | 0 | | 3630802 | 132026 | None | code04 | Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications 1145 | Sqm | 1219.05 | 1219.05 | 83.0 | False | None | None | False | None | False | 101181.15 | 0 | | 3630803 | 132026 | None | code05 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6555.15 | 6555.15 | 0.6 | False | None | None | False | None | False | 3933.09 | 0 |
| | 1721995933000 | 0 | None | None | Other Works | P-3Providing & Laying of Pavers (30.20 Sqm) at W.No. 14. 2Construction of Vikalasnehi Toilet in Government Public Hospital in Kustagi TMC Limit. (ST Cagegory) (Government Public Hospital) | 232750.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3630804 | 132027 | 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 In all kinds of soils Depth upto 3 [Valum-1-P- 8, I- 1.14.1) | Cum | 76.65 | 76.65 | 11.16 | False | None | None | False | None | False | 855.414 | 0 | | 3630805 | 132027 | 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 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5604.9 | 5604.9 | 1.395 | False | None | None | False | None | False | 7818.8355 | 0 | | 3630806 | 132027 | None | code03 | Making soak pit 2.5 m diameter 3.0 m deep with 45 x 45 cm dry brick honey comb shaft with bricks and PVC S.W.R drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay (non modular) bricks of class designation 3.5 | Pit | 23024.0 | 23024.0 | 1.0 | False | None | None | False | None | False | 23024.0 | 0 | | 3630807 | 132027 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 7.6725 | False | None | None | False | None | False | 51470.582625 | 0 | | 3630808 | 132027 | None | code05 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Cum | 1292.55 | 1292.55 | 17.2845 | False | None | None | False | None | False | 22341.080475 | 0 | | 3630809 | 132027 | None | code06 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 221.55 | 221.55 | 150.3 | False | None | None | False | None | False | 33298.965 | 0 | | 3630810 | 132027 | None | code07 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required | No | 6275.85 | 6275.85 | 2.0 | False | None | None | False | None | False | 12551.7 | 0 | | 3630811 | 132027 | None | code08 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 1211.7 | 1211.7 | 3.0 | False | None | None | False | None | False | 3635.1 | 0 | | 3630812 | 132027 | None | code09 | Providing and laying to required line and slope roofing with semicorrugated ( Trafford ) asbestos cement sheet 6mm. thick fixed with galvanised iron J or L hooks, bolts and nuts 8mm. dia C.I plain and bitumen washers, over the existing purlins, rafters and trusses including cost of materials, labour, complete as per specifications. | Sqm | 392.7 | 392.7 | 18.9 | False | None | None | False | None | False | 7422.03 | 0 | | 3630813 | 132027 | None | code10 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. | Sqm | 1461.6 | 1461.6 | 25.54 | False | None | None | False | None | False | 37329.264 | 0 | | 3630814 | 132027 | None | code11 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers
specification & direction of Engineer-in-charge. | m | 333.9 | 333.9 | 4.2 | False | None | None | False | None | False | 1402.38 | 0 | | 3630815 | 132027 | None | code12 | Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. | Sqm | 1667.4 | 1667.4 | 4.2 | False | None | None | False | None | False | 7003.08 | 0 | | 3630816 | 132027 | None | code13 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paidseparately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6971.11 | 6971.11 | 0.675 | False | None | None | False | None | False | 4705.49925 | 0 | | 3630817 | 132027 | None | code14 | Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Cum | 113.4 | 113.4 | 51.96 | False | None | None | False | None | False | 5892.264 | 0 | | 3630818 | 132027 | None | code15 | plumbing, and electrical work etc | LS | 14000.0 | 14000.0 | 1.0 | False | None | None | False | None | False | 14000.0 | 0 |
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