1710251793000 | 0 | None | None | Other Works | Construction of Synthetic Tennis Court at Police DAR Head Quarters in Navanagar Bagalkote | 4642719.97 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3016142 | 100810 | None | code1 | 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 m | Cum | 73.0 | 73.0 | 472.95 | False | None | None | False | None | False | 34525.35 | 0 | 3016143 | 100810 | None | code2 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement 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 | 87.0 | 87.0 | 402.75 | False | None | None | False | None | False | 35039.25 | 0 | 3016144 | 100810 | None | code3 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 402.0 | 402.0 | 201.38 | False | None | None | False | None | False | 80954.76 | 0 | 3016145 | 100810 | None | code4 | Granular Sub-Base A Plant Mix Method 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 (iii) For Grading -III Material | Cum | 2382.0 | 2382.0 | 80.55 | False | None | None | False | None | False | 191870.1 | 0 | 3016146 | 100810 | None | code5 | 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 paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2394.0 | 2394.0 | 107.4 | False | None | None | False | None | False | 257115.6 | 0 | 3016147 | 100810 | None | code6 | Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. | Sqm | 42.0 | 42.0 | 537.0 | False | None | None | False | None | False | 22554.0 | 0 | 3016148 | 100810 | None | code7 | Bituminous Macadam Grading - I for traffic 20 MSAC Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7137.0 | 7137.0 | 26.85 | False | None | None | False | None | False | 191628.45 | 0 | 3016149 | 100810 | None | code8 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 9990.0 | 9990.0 | 2.46 | False | None | None | False | None | False | 24575.4 | 0 | 3016150 | 100810 | None | code9 | Providing and laying Synthetic Surface Rebound Ace Pro Challenge P - 8 layer with whiteline marking.( As per International standard) | Sqm | 1560.0 | 1560.0 | 537.0 | False | None | None | False | None | False | 837720.0 | 0 | 3016151 | 100810 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 5728.0 | 5728.0 | 15.6 | False | None | None | False | None | False | 89356.8 | 0 | 3016152 | 100810 | None | code11 | Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications | Tonne | 88059.0 | 88059.0 | 2.94 | False | None | None | False | None | False | 258893.46 | 0 | 3016153 | 100810 | None | code12 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6277.95 | 6277.95 | 39.0 | False | None | None | False | None | False | 244840.05 | 0 | 3016154 | 100810 | None | code13 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification | No | 2928.0 | 2928.0 | 14.0 | False | None | None | False | None | False | 40992.0 | 0 | 3016155 | 100810 | None | code14 | Supplying 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. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 394.0 | 394.0 | 45.0 | False | None | None | False | None | False | 17730.0 | 0 | 3016156 | 100810 | None | code15 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 205.0 | 205.0 | 1200.0 | False | None | None | False | None | False | 246000.0 | 0 | 3016157 | 100810 | None | code16 | 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 | Cum | 73.0 | 73.0 | 93.2 | False | None | None | False | None | False | 6803.6 | 0 | 3016158 | 100810 | None | code17 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 5728.0 | 5728.0 | 11.06 | False | None | None | False | None | False | 63351.68 | 0 | 3016159 | 100810 | None | code18 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6277.95 | 6277.95 | 29.02 | False | None | None | False | None | False | 182186.109 | 0 | 3016160 | 100810 | None | code19 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6281.1 | 6281.1 | 21.38 | False | None | None | False | None | False | 134289.918 | 0 | 3016161 | 100810 | None | code20 | Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications | Tonne | 88059.0 | 88059.0 | 4.28 | False | None | None | False | None | False | 376892.52 | 0 | 3016162 | 100810 | None | code21 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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. | Sqm | 1196.0 | 1196.0 | 316.68 | False | None | None | False | None | False | 378749.28 | 0 | 3016163 | 100810 | None | code22 | Providing Flush / Ruled/ Struck or weathered pointing Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineerin-charge. | Sqm | 136.0 | 136.0 | 688.8 | False | None | None | False | None | False | 93676.8 | 0 | 3016164 | 100810 | None | code23 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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 | 299.0 | 299.0 | 131.2 | False | None | None | False | None | False | 39228.8 | 0 | 3016165 | 100810 | None | code24 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m) 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. | Sqm | 66.0 | 66.0 | 754.4 | False | None | None | False | None | False | 49790.4 | 0 | 3016166 | 100810 | None | code25 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 108.0 | 108.0 | 1200.0 | False | None | None | False | None | False | 129600.0 | 0 | 3016167 | 100810 | None | code26 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete | Kg | 96.0 | 96.0 | 3393.0 | False | None | None | False | None | False | 325728.0 | 0 | 3016168 | 100810 | None | code27 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm) | Sqm | 676.0 | 676.0 | 214.5 | False | None | None | False | None | False | 145002.0 | 0 | 3016169 | 100810 | None | code28 | Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge | Sqm | 138.0 | 138.0 | 226.5 | False | None | None | False | None | False | 31257.0 | 0 | 3016170 | 100810 | None | 029 | Providing and fixing M.S. Block pipe of 38mm dia, of heavy gauge of 14 including removing the bends, cutting the pipe, and fixing pipe in between the two vertical poles (M.S. rectangular poles) and spot welding the chain link with M.S. block pipe including cost of all materials wastage in cutting, and scaffolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of work etc.,(P.No. 252 I No. 37.4)
| Rmtr | 312.7 | 312.7 | 16.0 | False | None | None | False | None | False | 5003.2 | 0 | 3016171 | 100810 | None | 030 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 8918.0 | 8918.0 | 10.8 | False | None | None | False | None | False | 96314.4 | 0 | 3016172 | 100810 | None | 031 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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.
| Cum | 299.0 | 299.0 | 36.96 | False | None | None | False | None | False | 11051.04 | 0 |
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