| 1710411731000 | 0 | None | None | Water supply/sewage lines | Construction of Inline Horizontal Treatment through Horizontal Planted Gravel Bed near Parimala Store in Kotian Bettu of Hangluru Village of Hangluru Grama Panchayath Kundapura Taluk | 1065544.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3069927 | 104670 | None | code01 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 114.24 | 114.24 | 55.95 | False | None | None | False | None | False | 6391.728 | 0 | | 3069928 | 104670 | None | code02 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete thework as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 6707.68 | 6707.68 | 3.45 | False | None | None | False | None | False | 23141.496 | 0 | | 3069929 | 104670 | None | code03 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 7648.3 | 7648.3 | 12.78 | False | None | None | False | None | False | 97745.274 | 0 | | 3069930 | 104670 | None | code04 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | MT | 88492.32 | 88492.32 | 0.83 | False | None | None | False | None | False | 73448.6256 | 0 | | 3069931 | 104670 | None | code05 | Providing and installing at site of work P.V.C. pipes including cost of pipesand specials and labour, including lowering into trenches, laying trueto line, level and perfect linking at joints leak proof including jointingof approved type with all labour charges and all lift charges, handlingcharges including encasing the pipe around to a depth not less than15 cms with gravel or selected earth available from the excavation etc.complete.90mm(weight of pipe -0.917 kg) With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Mtr | 235.2 | 235.2 | 7.5 | False | None | None | False | None | False | 1764.0 | 0 | | 3069932 | 104670 | None | code06 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 1122.24 | 1122.24 | 11.475 | False | None | None | False | None | False | 12877.704 | 0 | | 3069933 | 104670 | None | code07 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 1328.32 | 1328.32 | 7.64 | False | None | None | False | None | False | 10148.3648 | 0 | | 3069934 | 104670 | None | code08 | Supplying Stone Chippings/ screenings 10/ 11.2mm nominal size With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 1512.0 | 1512.0 | 7.64 | False | None | None | False | None | False | 11551.68 | 0 | | 3069935 | 104670 | None | code09 | Providing Horizontal Plant Bed to limit and treat liquid waste With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Each | 40000.0 | 40000.0 | 1.0 | False | None | None | False | None | False | 40000.0 | 0 | | 3069936 | 104670 | None | code10 | 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 With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 448.0 | 448.0 | 4.5 | False | None | None | False | None | False | 2016.0 | 0 | | 3069937 | 104670 | None | code11 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 114.24 | 114.24 | 178.2 | False | None | None | False | None | False | 20357.568 | 0 | | 3069938 | 104670 | None | code12 | Providing and laying Pitching on slopes laid over preparedfilter media including boulder apron laid dry in front of toeof embankment complete as per drawing and Technicalspecifications Stone/Boulder With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 2141.44 | 2141.44 | 146.7 | False | None | None | False | None | False | 314149.248 | 0 | | 3069939 | 104670 | None | code13 | Earth work excavation for pipelines/cables by Manual means upto 600 mmtrench width, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, removal of stumps andother deleterious matter, including dressing of excavated surfaces, disposingoff or leveling the excavated earth or sorting & stacking the selected earth forreuse in a radius of 50 m. Filling available excavated earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering and liftupto 1.5 m including cost of labour, tools, usage& other appurtenances requiredto complete the work With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 542.08 | 542.08 | 57.24 | False | None | None | False | None | False | 31028.6592 | 0 | | 3069940 | 104670 | None | code14 | Providing and laying Ductile Iron pipes of class conforming to IS8329:2000 with latest amendments, conveying to work site, rolling andlowering into trenches, laying true to line, level and perfect linking atjoints, testing and commissioning, including loading and unloading atboth destinations, cutting of pipes wherever necessary, jointing with DIspecials (excluding cost of specials) and rubber gaskets, cleaning thesocket and spigot end with soap solution, applying soft soap to the socketand spigot ends before insertion of rubber gaskets, jacking and fixingin perfect conditions etc. The cost to include soap solution, soft soap,waste etc. and giving necessary hydraulic test to the required pressureas per ISS with all lead and lifts and cost of all jointing materials. (Thecontractor will make his own arrangements for water for testing. Earthwork excavation in trenches to be measured and paid for seperately)Note: In sewerage projects for internal cement mortal lining ( CML ) ofDI pipes, if High Alumina Cement ( HAC ) as recommended in AnnexureB clause 16.3 of IS8329:2000 is considered in place of Slag or SulphateResistance Cement ( SRC ), the cost of pipes may be increased by 5-6%from the prices listed. For DI K7 pipes:150mm dia pipe With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Mtr | 2358.72 | 2358.72 | 120.0 | False | None | None | False | None | False | 283046.4 | 0 | | 3069941 | 104670 | None | code15 | Providing, laying and jointing HDPE pipes of specified grade andconforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials with electrofusion welding, giving hydraulic testas per relevant ISS with all lead and lifts including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selectedearth available from the excation, testing and commissioning. Therate is exclusive of required specials and fittings wherever necessarylike saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete(Contractor will make his own arrangements for procuring water fortesting) etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 75mm diaWith All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Mtr | 274.4 | 274.4 | 80.0 | False | None | None | False | None | False | 21952.0 | 0 | | 3069942 | 104670 | None | code16 | Providing, laying and jointing HDPE pipes of specified grade andconforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials with electrofusion welding, giving hydraulic testas per relevant ISS with all lead and lifts including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selectedearth available from the excation, testing and commissioning. Therate is exclusive of required specials and fittings wherever necessarylike saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete(Contractor will make his own arrangements for procuring water fortesting) etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Mtr | 211.68 | 211.68 | 72.0 | False | None | None | False | None | False | 15240.96 | 0 | | 3069943 | 104670 | None | code17 | Constructing brick masonry chamber of internal dimension 600x600mmand depth of 600mm (inner dimensions) with modular bricks of CD 75in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixingCI cover & frame etc. excluding the cost of CI frame and cover.With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Each | 6108.48 | 6108.48 | 16.0 | False | None | None | False | None | False | 97735.68 | 0 | | 3069944 | 104670 | None | code18 | 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. 1.4.1 In all kinds of soils Depth upto 1.5 m With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 271.04 | 271.04 | 0.04 | False | None | None | False | None | False | 10.8416 | 0 | | 3069945 | 104670 | None | code19 | 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. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 6707.68 | 6707.68 | 0.0388 | False | None | None | False | None | False | 260.257984 | 0 | | 3069946 | 104670 | None | code20 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure 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 compacted using 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 With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Cum | 8168.16 | 8168.16 | 0.013 | False | None | None | False | None | False | 106.18608 | 0 | | 3069947 | 104670 | None | code21 | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | MT | 88492.32 | 88492.32 | 0.0041 | False | None | None | False | None | False | 362.818512 | 0 | | 3069948 | 104670 | None | code22 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing completeas per specifications and as per directions of Engineer-in-charge With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Sqm | 361.76 | 361.76 | 0.606 | False | None | None | False | None | False | 219.22656 | 0 | | 3069949 | 104670 | None | code23 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | Sqm | 142.24 | 142.24 | 0.606 | False | None | None | False | None | False | 86.19744 | 0 | | 3069950 | 104670 | None | code24 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. With All Lead And Lifts As Per The Direction Of Engineer Incharge of Work. | cm | 4.48 | 4.48 | 425.0 | False | None | None | False | None | False | 1904.0 | 0 |
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