3283158 | 114042 | None | 1.14.1 vol 1 | 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 3m ---- DTS | Cum | 147.06 | 147.06 | 240.5 | False | None | None | False | None | False | 35367.93 | 0 |
3283159 | 114042 | None | 2.1.4 vol 1 | 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 notexceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachineries, 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
---- DTS | Cum | 8963.26 | 8963.26 | 12.9 | False | None | None | False | None | False | 115626.054 | 0 |
3283160 | 114042 | None | 2.2.3 vol 1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse ggregates 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 steelreinforcement & formwork to be paid separately)M25 Design Mix Using 20mm nominal size graded crushed coarse aggregates
---- DTS | Cum | 9134.82 | 9134.82 | 31.5 | False | None | None | False | None | False | 287746.83 | 0 |
3283161 | 114042 | None | 2.2.3 vol 1 | For Formworks Foundations- 5%
---- DTS | Cum | 456.74 | 456.74 | 31.5 | False | None | None | False | None | False | 14387.31 | 0 |
3283162 | 114042 | None | 2.4.3 vol 1 | 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 otherappurtenances 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 aggregate
---- DTS | Cum | 9134.82 | 9134.82 | 77.35 | False | None | None | False | None | False | 706578.327 | 0 |
3283163 | 114042 | None | 2.4.3 vol 1 | For Formworks Substructures- 10%
---- DTS | Cum | 913.48 | 913.48 | 77.35 | False | None | None | False | None | False | 70657.678 | 0 |
3283164 | 114042 | None | 2.5.2 vol 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigationworks & superstructure works of bridges upto 3.50 mheight. The granite/trap/basalt crushed graded coarse aggregates andfine 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 therequirements of relevant IS codes , labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- DTS | Cum | 9865.78 | 9865.78 | 27.98 | False | None | None | False | None | False | 276044.5244 | 0 |
3283165 | 114042 | None | 2.5.2 vol 1 | For Formworks Superstructures- 20%
---- DTS | Cum | 1973.16 | 1973.16 | 27.98 | False | None | None | False | None | False | 55209.0168 | 0 |
3283166 | 114042 | None | 2.11B vol 1 | Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.
---- DTS | Tonne | 124286.07 | 124286.07 | 4.86 | False | None | None | False | None | False | 604030.3002 | 0 |
3283167 | 114042 | None | 2.11.d vol 1 | Supplying fitting & placing TMT bar reinforcement to super structure complete as per Specifications
---- DTS | Tonne | 124937.74 | 124937.74 | 1.42 | False | None | None | False | None | False | 177411.5908 | 0 |
3283168 | 114042 | None | 12.2 vol 3 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2 extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
---- DTS | No / m | 315.86 | 315.86 | 53.6 | False | None | None | False | None | False | 16930.096 | 0 |
3283169 | 114042 | None | 12.3A VOL 3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material
---- DTS | Cum | 1543.63 | 1543.63 | 72.0 | False | None | None | False | None | False | 111141.36 | 0 |
3283170 | 114042 | None | 13.7 VOL 3 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
---- DTS | Nos | 4322.95 | 4322.95 | 8.0 | False | None | None | False | None | False | 34583.6 | 0 |
3283171 | 114042 | None | 1.8 VOL 1 | 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.
---- DTS | Cum | 683.38 | 683.38 | 250.0 | False | None | None | False | None | False | 170845.0 | 0 |
3283172 | 114042 | None | 8.22 VOL 3 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre
spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications
---- DTS | Rmtr | 5554.68 | 5554.68 | 18.0 | False | None | None | False | None | False | 99984.24 | 0 |
3283173 | 114042 | None | 8.10 VOL 3 | Painting two coats after filling the surface with synthetic
enamel paint in all shades on new plastered concrete surfaces
---- DTS | Sqm | 144.05 | 144.05 | 154.06 | False | None | None | False | None | False | 22192.343 | 0 |
3283174 | 114042 | None | 8.55 VOL 3 | Providing and fixing RCC name board of size 1.35x0.6x0.04mts fixed in reinforced cement concrete poles of size 0.1x0.10x2.60mts in cement concrete M20 proportion using 20mm down size graded metal machine mixed with 10mm dia main steel and 8mm dia stirrups as shown in drawing and direction of the engineer incharge of the work.
---- DTS | Nos | 7953.38 | 7953.38 | 1.0 | False | None | None | False | None | False | 7953.38 | 0 |
3283175 | 114042 | None | 14.1.A vol 3 | Providing and laying boulders apron on river bed for protection
against scour with stone boulders weighing not less than 40 kg
each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. ---- DTS | Cum | 2526.9 | 2526.9 | 25.8 | False | None | None | False | None | False | 65194.02 | 0 |
3283176 | 114042 | None | item 1.12 page no 8 vol 1 | Earth work in surface excavation by mechanical means for lowering & levelingthe ground for all works other than foundation in all kinds of soils & upto depthnot exceeding 300mm as per drawing and technical pecifications, includingsetting out, shoring, strutting, barricading, caution lights, removal of stumps
and other deleterious matter including dressing of excavated surfaces, disposingoff or levelling the excavated earth or sorting & stacking the selected earth forreuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,usage of machinery & other appurtenances required to complete the work. ---- DTS | Cum | 128.92 | 128.92 | 513.0 | False | None | None | False | None | False | 66135.96 | 0 |
3283177 | 114042 | None | item no 3.11 page no 18 vol 3 | Preparation and Surface Treatment of Formation :Preparation and surface treatment of formation by removing mud
and slurry, watering to the extent needed to maintain the desired
moisture content, trimming to the required line, grade, profile
and rolling with 8-10 t smooth wheeled roller, complete as per
clause 3.10 ---- DTS | Sqm | 5.43 | 5.43 | 1500.0 | False | None | None | False | None | False | 8145.0 | 0 |
3283178 | 114042 | None | item no 4.2V page no 23 vol 3 | By Mix in Place Method Construction of Granular Sub-Base of required grading as perdesign spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with front endloader at OMC and compacting with vibratory roller to achievethe desired density, complete as per clause 401
---- DTS | Cum | 3201.16 | 3201.16 | 150.0 | False | None | None | False | None | False | 480174.0 | 0 |