| 1707995797000 | 0 | None | None | Other Works | CONSTRUCTION OF COMMUNITY SOAK PITS IN BALA VILLAGE AT BALA G.P MANFALORE TALUK | 499788.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2605029 | 81349 | None | Code01 | 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 ,Depth exceeding 1.5m, but not exceeding 3 m as per specifications and as per directions of Engineer-in-charge Community Pit | Cum | 208.32 | 208.32 | 47.42 | False | None | None | False | None | False | 9878.5344 | 0 | | 2605030 | 81349 | None | Code02 | 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 ,Depth exceeding 1.5m, but not exceeding 3 m as per specifications and as per directions of Engineer-in-charge Anganwady Pit | Cum | 208.32 | 208.32 | 15.41 | False | None | None | False | None | False | 3210.2112 | 0 | | 2605031 | 81349 | 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 & bondingrods 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 1.50m as per specifications and as per directions of Engineer-in-charge Community Pit | Cum | 217.28 | 217.28 | 67.5 | False | None | None | False | None | False | 14666.4 | 0 | | 2605032 | 81349 | None | Code04 | 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 & bondingrods 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 1.50m as per specifications and as per directions of Engineer-in-charge Anganvady Pit | Cum | 217.28 | 217.28 | 5.06 | False | None | None | False | None | False | 1099.4368 | 0 | | 2605033 | 81349 | None | Code05 | Granular Aggregates (100mm downsize) as per specifications and as per directions of Engineer-in-charge Community Pit | Cum | 1200.0 | 1200.0 | 12.89 | False | None | None | False | None | False | 15468.0 | 0 | | 2605034 | 81349 | None | Code06 | Granular Aggregates (100mm downsize) as per specifications and as per directions of Engineer-in-charge Anganvady Pit | Cum | 1200.0 | 1200.0 | 5.77 | False | None | None | False | None | False | 6924.0 | 0 | | 2605035 | 81349 | None | Code07 | Granular Aggregates (40mm downsize)as per specifications and as per directions of Engineer-in-charge Community Pit | Cum | 1250.0 | 1250.0 | 12.89 | False | None | None | False | None | False | 16112.5 | 0 | | 2605036 | 81349 | None | Code08 | Granular Aggregates (40mm downsize)as per specifications and as per directions of Engineer-in-charge Anganvady Pit | Cum | 1250.0 | 1250.0 | 5.77 | False | None | None | False | None | False | 7212.5 | 0 | | 2605037 | 81349 | None | Code09 | Granular Aggregates (20mm downsize)as per specifications and as per directions of Engineer-in-charge Community Pit | Cum | 1350.0 | 1350.0 | 7.46 | False | None | None | False | None | False | 10071.0 | 0 | | 2605038 | 81349 | None | Code10 | Granular Aggregates (20mm downsize)as per specifications and as per directions of Engineer-in-charge Anganvady Pit | Cum | 1350.0 | 1350.0 | 3.05 | False | None | None | False | None | False | 4117.5 | 0 | | 2605039 | 81349 | None | Code11 | 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 pecifications. (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 Community Pit | Cum | 6220.48 | 6220.48 | 1.05 | False | None | None | False | None | False | 6531.504 | 0 | | 2605040 | 81349 | None | Code12 | 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 pecifications. (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 Anganvady Pit | Cum | 6220.48 | 6220.48 | 0.11 | False | None | None | False | None | False | 684.2528 | 0 | | 2605041 | 81349 | 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 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 Community Pit | Cum | 8020.99 | 8020.99 | 4.24 | False | None | None | False | None | False | 34008.9976 | 0 | | 2605042 | 81349 | None | Code14 | 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 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 Anganvady Pit | Cum | 8020.99 | 8020.99 | 1.78 | False | None | None | False | None | False | 14277.3622 | 0 | | 2605043 | 81349 | None | Code15 | 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 Community Pit | Kg | 107.52 | 107.52 | 296.896 | False | None | None | False | None | False | 31922.25792 | 0 | | 2605044 | 81349 | None | Code16 | 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 Anganvady Pit | Kg | 107.52 | 107.52 | 124.695 | False | None | None | False | None | False | 13407.2064 | 0 | | 2605045 | 81349 | None | Code17 | Constructing brick maspnry chamber of internal dimension 600X450mm 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 12mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thick 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 Community Pit | Kg | 4898.88 | 4898.88 | 25.0 | False | None | None | False | None | False | 122472.0 | 0 | | 2605046 | 81349 | None | Code18 | Constructing brick maspnry chamber of internal dimension 600X450mm 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 12mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thick 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 Anganvady Pit | Kg | 4898.88 | 4898.88 | 1.0 | False | None | None | False | None | False | 4898.88 | 0 | | 2605047 | 81349 | None | Code19 | 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 Community Pit | No | 2364.32 | 2364.32 | 25.0 | False | None | None | False | None | False | 59108.0 | 0 | | 2605048 | 81349 | None | Code20 | 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 Anganvady Pit | No | 2364.32 | 2364.32 | 1.0 | False | None | None | False | None | False | 2364.32 | 0 | | 2605049 | 81349 | None | Code21 | 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 90mm dia., 6 kg/sqcm & class 3 Community Pit | Mtr | 314.72 | 314.72 | 200.0 | False | None | None | False | None | False | 62944.0 | 0 | | 2605050 | 81349 | None | Code22 | 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 Anganvady Pit | Mtr | 314.72 | 314.72 | 15.0 | False | None | None | False | None | False | 4720.8 | 0 | | 2605051 | 81349 | None | Code23 | 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.Community Pit | Cum | 136.64 | 136.64 | 54.0 | False | None | None | False | None | False | 7378.56 | 0 | | 2605052 | 81349 | None | Code24 | 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.Anganvady Pit | Cum | 136.64 | 136.64 | 4.05 | False | None | None | False | None | False | 553.392 | 0 | | 2605053 | 81349 | None | Code25 | Providing and Constructing laterite size stone masonary including cost and conveyance of all materials curing etc complete as per specification.I.S 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement 1:6 (Cement 45kgs/M3 as per specifications and as per directions of Engineer-in-charge Community Pit | Sqm | 6328.0 | 6328.0 | 2.08 | False | None | None | False | None | False | 13162.24 | 0 | | 2605054 | 81349 | None | Code26 | Providing and Constructing laterite size stone masonary including cost and conveyance of all materials curing etc complete as per specification.I.S 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement 1:6 (Cement 45kgs/M3 as per specifications and as per directions of Engineer-in-charge Anganvady Pit | Sqm | 6328.0 | 6328.0 | 1.04 | False | None | None | False | None | False | 6581.12 | 0 | | 2605055 | 81349 | None | Code27 | 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. Community Pit | Sqm | 334.88 | 334.88 | 21.57 | False | None | None | False | None | False | 7223.3616 | 0 | | 2605056 | 81349 | None | Code28 | 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. Anganvady Pit | Sqm | 334.88 | 334.88 | 10.78 | False | None | None | False | None | False | 3610.0064 | 0 | | 2605057 | 81349 | None | Code29 | Providing and constructing informatory name board of size 1.75m x 1.75m with Burnt brick masonry in CM 1:6 with non-modular bricks of standard size of class designation 50 (table moulded). The foundation shall be provided with cement concrete M 7.5 fora depth of 1Ocms and with size stone masonry with Cement Mortar 1:6 and coping concrete with cement concrete M 10 as indicated in the drawing. The name board shall be provided with 12mm thick plaster in CM 1:6 on both the sides including rounding of corners. The name board shall be provided with painting with 2 coats of enamel paint. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, centering, transportation charges, fixing charges labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. Community Pit | No | 7590.0 | 7590.0 | 1.0 | False | None | None | False | None | False | 7590.0 | 0 | | 2605058 | 81349 | None | Code30 | Providing and constructing informatory name board of size 1.75m x 1.75m with Burnt brick masonry in CM 1:6 with non-modular bricks of standard size of class designation 50 (table moulded). The foundation shall be provided with cement concrete M 7.5 fora depth of 1Ocms and with size stone masonry with Cement Mortar 1:6 and coping concrete with cement concrete M 10 as indicated in the drawing. The name board shall be provided with 12mm thick plaster in CM 1:6 on both the sides including rounding of corners. The name board shall be provided with painting with 2 coats of enamel paint. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, centering, transportation charges, fixing charges labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. Anganvady Pit | No | 7590.0 | 7590.0 | 1.0 | False | None | None | False | None | False | 7590.0 | 0 |
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