1725952872000 | 0 | None | None | Roads | Improvements of road Aralimaradoddi to Kebre MDR road to join Halasuru- Herindyapanahalli road at Ch 0.00km to 1.30km and Construction of bridge at ch 1.10km in Kanakapura taluk Ramanagara dist | 24420838.44 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3948301 | 152906 | None | 2.5(ii) A | Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness-By Mechanical Means using Dozer A. In area of light jungle( I.No. 2.5(ii) A, Vol-3 Page No.9) | 100 Sqm | 408.72 | 408.72 | 21.6 | False | None | None | False | None | False | 8828.352 | 0 | 3948302 | 152906 | None | 3.4 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (I.No- 3.4, Vol 3 Page No.17) | Sqm | 6.24 | 6.24 | 7200.0 | False | None | None | False | None | False | 44928.0 | 0 | 3948303 | 152906 | None | 1.14.1 | 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 1.5mm including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (I.No- 1.14.1 Vol 1 Page No.8) | Cum | 106.08 | 106.08 | 775.0 | False | None | None | False | None | False | 82212.0 | 0 | 3948304 | 152906 | None | 16.8 (B) | Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means (I.No- 16.8 (B) Vol-3 Page No.144) | m | 26.0 | 26.0 | 1200.0 | False | None | None | False | None | False | 31200.0 | 0 | 3948305 | 152906 | None | 1.7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (Vol-1 P. no -7 / I.No.1.7) | Cum | 123.76 | 123.76 | 387.5 | False | None | None | False | None | False | 47957.0 | 0 | 3948306 | 152906 | None | 1.8 | 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. (Vol-1 P. no -7 / I.No.1.8) | Cum | 492.96 | 492.96 | 692.5 | False | None | None | False | None | False | 341374.8 | 0 | 3948307 | 152906 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol 3 P-17 / I.No.3.6) | Cum | 512.72 | 512.72 | 495.0 | False | None | None | False | None | False | 253796.4 | 0 | 3948308 | 152906 | None | 4.1 (v) | 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 For Grading -V Material ( Vol-3, I.No. 4.1 (v) Page No.23) | Cum | 2586.48 | 2586.48 | 624.0 | False | None | None | False | None | False | 1613963.52 | 0 | 3948309 | 152906 | None | 6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.( I.No. 6.1 / P.No.43) | Cum | 5116.8 | 5116.8 | 400.5 | False | None | None | False | None | False | 2049278.4 | 0 | 3948310 | 152906 | None | 6.6 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreadingthe concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) (Vol 3 I.No.6.6 Page No 51) | Cum | 7044.95 | 7044.95 | 892.5 | False | None | None | False | None | False | 6287617.875 | 0 | 3948311 | 152906 | None | 2.1.3 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.1.3 Page No 15) | Cum | 4992.0 | 4992.0 | 154.9 | False | None | None | False | None | False | 773260.8 | 0 | 3948312 | 152906 | None | 2.4.3 | Providing and laying in position 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 necessary, 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.4.3 Page No 16) | Cum | 6589.44 | 6589.44 | 37.88 | False | None | None | False | None | False | 249607.9872 | 0 | 3948313 | 152906 | None | Addendum I | Addendum I - Percentage Additionalities for Formwork, Centering & Scaffolding for Box Culvert Consider 20 perc (Vol 1 Sl.NO 6 (Bridges) Page No 112) | Cum | 1317.88 | 1317.88 | 37.88 | False | None | None | False | None | False | 49921.2944 | 0 | 3948314 | 152906 | None | 2.2.1 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (i.no2.2.1 V-1) | Cum | 6538.47 | 6538.47 | 176.2 | False | None | None | False | None | False | 1152078.414 | 0 | 3948315 | 152906 | None | Addendum I | Addendum I - Percentage Additionalities for Formwork, Centering & Scaffolding for Box Culvert Consider 20perc(Vol 1 Sl.NO 6 (Bridges) Page No 112) | Cum | 2301.56 | 2301.56 | 112.2 | False | None | None | False | None | False | 258235.032 | 0 | 3948316 | 152906 | None | 1.14.1 | 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 1.5mm including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (I.No- 1.14.1 Vol 1 Page No.8) | Cum | 106.07 | 106.07 | 953.0 | False | None | None | False | None | False | 101084.71 | 0 | 3948317 | 152906 | None | 2.4.3 | Providing and laying in position 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 necessary, 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.4.3 Page No 16) | Cum | 7188.48 | 7188.48 | 543.23 | False | None | None | False | None | False | 3904997.9904 | 0 | 3948318 | 152906 | None | Addendum I | Addendum I - Percentage Additionalities for Formwork, Centering & Scaffolding for solid Super structure consider 35perc(Vol 1 Sl.NO 6, Page No 116) | Cum | 1437.69 | 1437.69 | 543.23 | False | None | None | False | None | False | 780996.3387 | 0 | 3948319 | 152906 | None | 9.3 | Supplying, Fitting and Placing TMT Fe 500 & above
Reinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and Technical
Specifications.(I.no 9.3 v-3) | Tonne | 82171.44 | 82171.44 | 52.34 | False | None | None | False | None | False | 4300853.1696 | 0 | 3948320 | 152906 | None | 12.3(A) | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification Granular material (I.no 12.3(A) v-3) | Cum | 1214.72 | 1214.72 | 260.7 | False | None | None | False | None | False | 316677.504 | 0 | 3948321 | 152906 | None | 13.7 | Providing and laying of Filter media with granular materials/
stone crushed aggregates satisfying the requirements laid
down in clause 2504.2.2. of MoRTH specifications to a
thickness of not less than 600 mm with smaller size towards
the soil and bigger size towards the wall and provided over
the entire surface behind abutment, wing wall and return wall
to the full height compacted to a firm condition complete as
per drawing and Technical Specification(I.no-13.7 710.1.4.of
IRC:78
and 2200 vol-1) | Cum | 3401.84 | 3401.84 | 233.86 | False | None | None | False | None | False | 795554.3024 | 0 | 3948322 | 152906 | None | 13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (Vol 3 P.no 121 I No.13.2) | Cum | 14529.83 | 14529.83 | 15.3 | False | None | None | False | None | False | 222306.399 | 0 | 3948323 | 152906 | None | 14.4 A | Providing and laying Pitching on slopes laid over prepared
filter media including boulder apron laid dry in front of toe
of embankment complete as per drawing and Technical
specifications
A Stone/Boulder(vol-3 i.no-14.4 A) | Cum | 1988.48 | 1988.48 | 197.4 | False | None | None | False | None | False | 392525.952 | 0 | 3948324 | 152906 | None | 13.153 | Providing and fixing in position 20 mm thick premoulded joint
filler in expansion joint for fixed ends of simply supported
spans not exceeding 10 m to cater for a horizontal movement
upto 20 mm, covered with sealant complete as per drawing
and technical specifications.(Vol-3 I.no13.153) | m | 240.24 | 240.24 | 25.5 | False | None | None | False | None | False | 6126.12 | 0 | 3948325 | 152906 | None | 13.7 | Drainage Spouts using 100 mm GI pipe complete as per
drawing and Technical specification(vol-3 I.no-13.7, p.no-103) | No | 3401.83 | 3401.83 | 18.0 | False | None | None | False | None | False | 61232.94 | 0 | 3948326 | 152906 | None | 13.8 | PCC M15 Grade leveling course below approach slab
complete as per drawing and Technical specification(vol-3, i.no-13.8, p.no-103) | Cum | 7083.44 | 7083.44 | 7.88 | False | None | None | False | None | False | 55817.5072 | 0 | 3948327 | 152906 | None | 13.9 | Reinforced cement concrete M30 grade for approach slab
including reinforcement and formwork complete as per
drawing and Technical specification (Batching Plant)(vol-3 p.no-103, i.no-13.9) | Cum | 12308.39 | 12308.39 | 15.75 | False | None | None | False | None | False | 193857.1425 | 0 | 3948328 | 152906 | None | 13.4 | Painting on concrete surface
Providing and applying 2 coats of water based cement paint
to unplastered concrete surface after cleaning the surface of
dirt, dust, oil, grease, efflorescence and applying paint @ of 1
litre for 2 m2.(vol-3, i.no-13.4, p.no-104) | Sqm | 87.35 | 87.35 | 510.0 | False | None | None | False | None | False | 44548.5 | 0 |
|