1710417674000 | 0 | None | None | Other Works | CONSTRUCTION OF SOAK PITS IN NEERUMARGA VILLAGE NEERUMARGA G.P MANGALORE TALUK | 1582077.15 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3073125 | 104883 | None | code01 | Excavation for Structures : Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 as per specifications and as per directions of Engineer-in-charge | Cum | 208.32 | 208.32 | 125.25 | False | None | None | False | None | False | 26092.08 | 0 | 3073126 | 104883 | None | code02 | Excavation for Structures : Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 in ordinary/soft rock without blasting upto 1.5 m depth as per specifications and as per directions of Engineer-in-charge | Cum | 256.48 | 256.48 | 83.5 | False | None | None | False | None | False | 21416.08 | 0 | 3073127 | 104883 | None | code03 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 as per specifications and as per directions of Engineer-in-charge | Cum | 217.28 | 217.28 | 412.43 | False | None | None | False | None | False | 89612.7904 | 0 | 3073128 | 104883 | None | code04 | Granular Aggregates (100mm downsize) as per specifications and as per directions of Engineer-in-charge | Cum | 1344.0 | 1344.0 | 27.15 | False | None | None | False | None | False | 36489.6 | 0 | 3073129 | 104883 | None | code05 | Granular Aggregates (40mm downsize) as per specifications and as per directions of Engineer-in-charge | Cum | 1400.0 | 1400.0 | 78.24 | False | None | None | False | None | False | 109536.0 | 0 | 3073130 | 104883 | None | code06 | Granular Aggregates (20mm downsize) as per specifications and as per directions of Engineer-in-charge | Cum | 1512.0 | 1512.0 | 11.21 | False | None | None | False | None | False | 16949.52 | 0 | 3073131 | 104883 | None | code07 | 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 as per specifications and as per directions of Engineer-in-charge | Cum | 6220.48 | 6220.48 | 4.72 | False | None | None | False | None | False | 29360.6656 | 0 | 3073132 | 104883 | None | code08 | Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, from work and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 25 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete. For 3.00m dia (clear) rings of steining thickness 0.15m upto 18M depth as per specifications and as per directions of Engineer-in-charge | Cum | 5185.4 | 5185.4 | 50.0 | False | None | None | False | None | False | 259270.0 | 0 | 3073133 | 104883 | None | code09 | Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete. For 1.50m dia (clear) rings of steining thickness 0.075mm upto 18 M depth as per specifications and as per directions of Engineer-in-charge | Each | 1446.5 | 1446.5 | 7.0 | False | None | None | False | None | False | 10125.5 | 0 | 3073134 | 104883 | None | code10 | Providing and laying in Reinforced cement concrete for all Basement& surface level works, return walls, retaining walls, sunken floorsetc. The granite/trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, costof all materials of quality, labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkto be paid separately)(M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates)as per specifications and as per directions of Engineer-in-charge | Cum | 6684.16 | 6684.16 | 0.58 | False | None | None | False | None | False | 3876.8128 | 0 | 3073135 | 104883 | None | code11 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & superstructure works of bridges upto 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 compactedusing needle vibrators. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates)as per specifications and as per directions of Engineer-in-charge | Cum | 6923.54 | 6923.54 | 4.63 | False | None | None | False | None | False | 32055.9902 | 0 | 3073136 | 104883 | None | code12 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)as per specifications and as per directions of Engineer-in-charge | Kg | 103.04 | 103.04 | 254.45 | False | None | None | False | None | False | 26218.528 | 0 | 3073137 | 104883 | None | code13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) 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 | 7499.52 | 7499.52 | 2.02 | False | None | None | False | None | False | 15149.0304 | 0 | 3073138 | 104883 | None | code14 | Constructing brick masonry chamber of internal dimension 600x600mm 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.as per specifications and as per directions of Engineer-in-charge | No | 5574.24 | 5574.24 | 52.0 | False | None | None | False | None | False | 289860.48 | 0 | 3073139 | 104883 | None | code15 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.as per specifications and as per directions of Engineer-in-charge | No | 2364.32 | 2364.32 | 52.0 | False | None | None | False | None | False | 122944.64 | 0 | 3073140 | 104883 | None | code16 | 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, testingand commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes andspecials (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 as per specifications and as per directions of Engineer-in-charge | Mtr | 410.39 | 410.39 | 711.0 | False | None | None | False | None | False | 291787.29 | 0 | 3073141 | 104883 | None | code17 | 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, testingand commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes andspecials (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 90mm dia., 6 kg/sqcm & class 3 as per specifications and as per directions of Engineer-in-charge | Mtr | 292.69 | 292.69 | 511.0 | False | None | None | False | None | False | 149564.59 | 0 | 3073142 | 104883 | None | code18 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 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 | 348.32 | 348.32 | 20.25 | False | None | None | False | None | False | 7053.48 | 0 | 3073143 | 104883 | None | code19 | Earth Refilling for Pipeline :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 completeas per specifications and as per directions of Engineer-in-charge | Cum | 136.64 | 136.64 | 327.24 | False | None | None | False | None | False | 44714.0736 | 0 |
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