1726812939000 | 0 | None | None | Bridges | Construction of bridge to Hallihosur village in stream and road construction in Manvi Taluka of Raichur District. Under 5054 SCP TSP for the year 2024-25 | 8384409.2 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4034858 | 156535 | None | 001 | Dismantling of existing structures like culverts, bridges, retaining
walls and other structure comprising of masonry, cement concrete,
wood work, steel work, including T&P and scaffolding wherever
necessary, sorting the dismantled material, disposal of unserviceable
material and stacking the serviceable material with all lifts and lead, By
Mechanical Means. A. Cement Concrete Grade M-15 & M-20 | Cum | 754.95 | 754.95 | 37.5 | False | None | None | False | None | False | 28310.625 | 0 | 4034859 | 156535 | None | 002 | Dismantling of existing structures like culverts, bridges, retaining
walls and other structure comprising of masonry, cement concrete,
wood work, steel work, including T&P and scaffolding wherever
necessary, sorting the dismantled material, disposal of unserviceable
material and stacking the serviceable material with all lifts and lead, By
Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry /
pitching / etc by mechanical means | Cum | 189.0 | 189.0 | 67.5 | False | None | None | False | None | False | 12757.5 | 0 | 4034860 | 156535 | None | 003 | 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.(ii) By Mechanical Means using Dozer
(A) In area of light jungle | Sqm | 412.65 | 412.65 | 8.6 | False | None | None | False | None | False | 3548.79 | 0 | 4034861 | 156535 | None | 004 | Excavation and removal of silt and silt mixed with sand from canal bed
by manual means including disposing off the same in spoil bank or
on the canal embankment in layers as directed with all other ancillary
operations complete. in slussy condition | Cum | 373.8 | 373.8 | 602.0 | False | None | None | False | None | False | 225027.6 | 0 | 4034862 | 156535 | None | 005 | 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 3 m | Cum | 107.1 | 107.1 | 553.72 | False | None | None | False | None | False | 59303.412 | 0 | 4034863 | 156535 | None | 006 | 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 | Cum | 2007.6 | 2007.6 | 68.66 | False | None | None | False | None | False | 137841.816 | 0 | 4034864 | 156535 | None | 007 | 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 | Cum | 6288.45 | 6288.45 | 32.77 | False | None | None | False | None | False | 206072.5065 | 0 | 4034865 | 156535 | None | 008 | 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 | Cum | 6639.15 | 6639.15 | 47.75 | False | None | None | False | None | False | 317019.4125 | 0 | 4034866 | 156535 | None | 009 | Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges For Depth of Key Slab | Cum | 1328.0 | 1328.0 | 47.75 | False | None | None | False | None | False | 63412.0 | 0 | 4034867 | 156535 | None | 010 | 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) M25 Design Mix Using 20 mm nominal size
graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 325.16 | False | None | None | False | None | False | 2336323.374 | 0 | 4034868 | 156535 | None | 010 | Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges
Box Culvert 20% | Cum | 1437.0 | 1437.0 | 325.16 | False | None | None | False | None | False | 467254.92 | 0 | 4034869 | 156535 | None | 011 | Provision of an Reinforced cement concrete crash barrier at the bridge
deck & approaches to bridge structure, constructed with Reinforced cement
concrete with TMT reinforcement conforming to MORT&H specificatios and
as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at
expansion joints filled with pre-moulded asphalt filler board etc, keyed to the
structure on which it is built and installed as per design given in the enclosure
to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per
dimensions in the and approved drawing and at locations directed by the
Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per
details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) | Sqm | 4376.4 | 4376.4 | 73.8 | False | None | None | False | None | False | 322978.32 | 0 | 4034870 | 156535 | None | 012 | 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 | Tonne | 82961.6 | 82961.6 | 34.73 | False | None | None | False | None | False | 2881256.368 | 0 | 4034871 | 156535 | None | 013 | 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 | Cum | 2810.85 | 2810.85 | 63.12 | False | None | None | False | None | False | 177420.852 | 0 | 4034872 | 156535 | None | 014 | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification . A Granular material 710.1.4.of IRC:78 &2200 | Cum | 1226.4 | 1226.4 | 168.04 | False | None | None | False | None | False | 206084.256 | 0 | 4034873 | 156535 | None | 015 | Granular Sub-Base
A Plant Mix Method 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 (v) For Grading -II Material | Cum | 2688.0 | 2688.0 | 7.52 | False | None | None | False | None | False | 20213.76 | 0 | 4034874 | 156535 | None | 016 | PCC M15 Grade leveling course below approach slab complete as per drawing
and Technical specification 2700 | Cum | 7151.55 | 7151.55 | 6.9 | False | None | None | False | None | False | 49345.695 | 0 | 4034875 | 156535 | None | 018 | Reinforced cement concrete M30 grade for approach slab including
reinforcement and formwork complete as per drawing and Technical
specification (Batching Plant) 1500, 1600, 1700 & 2704 | Cum | 12426.75 | 12426.75 | 13.8 | False | None | None | False | None | False | 171489.15 | 0 | 4034876 | 156535 | None | 018 | Providing and laying Cement concrete wearing coat M-30 grade including
reinforcement complete as per drawing and Technical Specifications. (Batching
Plant) 2702 | Cum | 14669.55 | 14669.55 | 16.55 | False | None | None | False | None | False | 242781.0525 | 0 | 4034877 | 156535 | None | 019 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment,
wing wall/ return wall with 100 mm dia AC pipe, extending through the full
width of the structure with slope of 1V :20H towards drawing foce. Complete
as per drawing and Technical Specifications. 2706 & 2200 | Sqm | 144.9 | 144.9 | 60.0 | False | None | None | False | None | False | 8694.0 | 0 | 4034878 | 156535 | None | 020 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for
horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint
varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in
traffic direction), covered with a closure plate of 200mm x 6mm of weldable
structural steel conforming to IS: 2062, asphaltic plug to consist of polymer
modified bitumen binder, carefully selected single size aggregate of 12.5 mm
nominal size and a heat resistant foam caulking/backer rod, all as per approved
drawings and specifications. 2600 | Sqm | 1884.75 | 1884.75 | 30.0 | False | None | None | False | None | False | 56542.5 | 0 | 4034879 | 156535 | None | 022 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical
specification 2705 | Nos | 3434.55 | 3434.55 | 8.0 | False | None | None | False | None | False | 27476.4 | 0 | 4034880 | 156535 | None | 023 | 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. 800 | Cum | 88.2 | 88.2 | 180.81 | False | None | None | False | None | False | 15947.442 | 0 | 4034881 | 156535 | None | 023 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and
erecting direction and place identification retro-reflectorised sign as per
IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed
over aluminium sheeting, 2 mm thick or Aluminium composite material sheet
with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back
support frame of min 35x 35 x 3mm angle mounted on a mild steel circular pipe
65 NB, firmly fixed to the ground by means of properly designed foundation
with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as
per approved drawing | Cum | 9460.5 | 9460.5 | 0.9 | False | None | None | False | None | False | 8514.45 | 0 | 4034882 | 156535 | None | 025 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in
Single Row Providing and laying reinforced cement concrete pipe NP3 for
culverts on first class bedding of granular material in single row including
fixing collar with cement mortar 1:2 but excluding excavation, protection
works, backfilling, concrete and masonry works in head walls and parapets
Clause 1101.6. 750mm dia | Cum | 3501.75 | 3501.75 | 20.0 | False | None | None | False | None | False | 70035.0 | 0 | 4034883 | 156535 | None | 026 | 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 andcompacting to meet the requirement complete as per specifications,
includingcost of labour,rolling,water,all materials,usage& all other
appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 540.0 | False | None | None | False | None | False | 268758.0 | 0 |
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