| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1708156017000 | 0 | None | None | Roads | CONSTRUCTION OF ROAD | 9245699.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2671323 | 83268 | None | CSR 2023-24 Vol 3 Item No. 2.5. ii a | 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
In area of light jungle | Sqm | 4.13 | 4.13 | 3600.0 | False | None | None | False | None | False | 14868.0 | 0 | | 2671324 | 83268 | None | CSR 2023-24 Vol 3 It No. 16.8 | 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 Manual Means
| m | 26.25 | 26.25 | 3053.0 | False | None | None | False | None | False | 80141.25 | 0 | | 2671325 | 83268 | None | CSR 2023-24 Vol 1 It No. 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth
| Cum | 99.75 | 99.75 | 217.65 | False | None | None | False | None | False | 21710.5875 | 0 | | 2671326 | 83268 | None | CSR 2023-24 Vol 3 It No. 3.7 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
| Cum | 110.25 | 110.25 | 1315.33 | False | None | None | False | None | False | 145015.1325 | 0 | | 2671327 | 83268 | None | CSR 2023-24 Vol 1 It No. 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
) | Cum | 124.95 | 124.95 | 1438.85 | False | None | None | False | None | False | 179784.3075 | 0 | | 2671328 | 83268 | None | CSR 2023-24 Vol 1 It No. 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 | Cum | 497.7 | 497.7 | 2827.45 | False | None | None | False | None | False | 1407221.865 | 0 | | 2671329 | 83268 | None | CSR 2023-24 Vol 3 It No. 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
| Cum | 517.65 | 517.65 | 1450.88 | False | None | None | False | None | False | 751048.032 | 0 | | 2671330 | 83268 | None | CSR 2023-24 Vol 3 | 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 -VI Material | Cum | 1498.35 | 1498.35 | 1703.05 | False | None | None | False | None | False | 2551764.9675 | 0 | | 2671331 | 83268 | None | CSR 2023-24 Vol 3 It No. 4.14 i a | Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density
By Manual Means
Grading-I (63 mm to 45 mm)
Using Screening Crushable type such as Moorum or Gravel | Cum | 2272.2 | 2272.2 | 456.37 | False | None | None | False | None | False | 1036963.914 | 0 | | 2671332 | 83268 | None | CSR 2023-24 Vol 3 It No. 4.14. ii b | Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density
Mechanical means
Grading-II (53 mm to 22.4 mm)
Using Screening Type B (11.2mm agg) | Cum | 2526.3 | 2526.3 | 456.46 | False | None | None | False | None | False | 1153154.898 | 0 | | 2671333 | 83268 | None | CSR 2023-24 Vol 3 It No. 5.1 A i | Prime Coat over WMM/WBM. Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.
| Cum | 43.05 | 43.05 | 6086.1 | False | None | None | False | None | False | 262006.605 | 0 | | 2671334 | 83268 | None | CSR 2023-24 Vol 3 It No. 5.4 ii | Tack coat on Granular surface treated with primer. Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.
| Cum | 14.7 | 14.7 | 6086.1 | False | None | None | False | None | False | 89465.67 | 0 | | 2671335 | 83268 | None | CSR 2023-24 Vol 3 It No. 5.19 | Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.20 kg/m2
on
the prepared bituminous surface cleaned with mechanical broom | Sqm | 156.45 | 156.45 | 6109.7 | False | None | None | False | None | False | 955862.565 | 0 | | 2671336 | 83268 | None | CSR 2023-24 Vol 3 It No. 5.21 Case II | Providing and laying seal coat sealing the voids in a bituminous
surface laid to the specified levels, grade and cross fall using Type
A and B seal coats with bituminous binder VG-30
Case - II : Type B Premix Seal coat | Sqm | 54.6 | 54.6 | 6086.1 | False | None | None | False | None | False | 332301.06 | 0 | | 2671337 | 83268 | None | CSR 2023-24 Vol 3 It No. 8.16 ii | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including
painting and printing etc
kilometre stone (precast
| Each | 3073.35 | 3073.35 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 | | 2671338 | 83268 | None | CSR 2023-24 Vol 3 It No. 8.16 iii | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including
painting and printing etc
kilometre stone (precast) | Each | 884.1 | 884.1 | 7.0 | False | None | None | False | None | False | 6188.7 | 0 | | 2671339 | 83268 | None | CSR 2023-24 Vol 3 It No. 8.18 | Boundary pillar / Guard Stone
Reinforced cement concrete M15 grade boundary pillars of
standard design as per IRC:25, fixed in position including
finishing and lettering but excluding painting | Each | 785.4 | 785.4 | 9.0 | False | None | None | False | None | False | 7068.6 | 0 | | 2671340 | 83268 | None | CSR 2023-24 Vol 3 It No. 8.5 | Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made
of Class B Type IV retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 803.1, 3mm/4mm thick
Aluminium composite material sheet depending on the size of
the sign fixed over the back support frame of min 25 x 25 x
3mm angle mounted on a mild steel circular pipe 65 NB, 3.2
mm thickness firmly fixed to the ground by means of properly
designed foundation with M25 grade cement concrete 45 cm
x 45 cm x 60 cm, 60 cm below ground level as per approved
drawing.The sign shall be maintained as per section 12 of
IRC:67:2022. | Each | 3754.8 | 3754.8 | 5.0 | False | None | None | False | None | False | 18774.0 | 0 | | 2671341 | 83268 | None | CSR 2023-24 Vol 3 It No. 8.7 | Direction and Place Identification Signs upto 0.9 m2 Size
Board
Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 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 35 x 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 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 9460.5 | 9460.5 | 2.7 | False | None | None | False | None | False | 25543.35 | 0 | | 2671342 | 83268 | None | CSR 2023-24 Vol 3 It No. 8.15 | Road Marking with Hot Applied Thermoplastic Compound
with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/m2
area, thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC:35:2015.The finished surface to be level,
uniform and free from streaks and holes | Sqm | 556.5 | 556.5 | 320.0 | False | None | None | False | None | False | 178080.0 | 0 | | 2671343 | 83268 | None | CSR 2023-24 Vol 3 It No. 16.32 | Providing and fixing board displaying information, such
as 'Name of work, Tender cost, Name of Contractor, Work
completion and liability period etc', having rectangular shape
of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild
steel sheet painted with one coat of Zinc chromate stoving
primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols
etc. with approved colour shade paint complete, on M.S.angle
of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two
M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long
painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete
block of size 60 cm x 60 cm x 75 cm including, excavation,
refilling, transportation, and labour etc complete. Spec. No. As
directed by Engineer in Charge & MoRTH specification 804 | Nos | 22589.7 | 22589.7 | 1.0 | False | None | None | False | None | False | 22589.7 | 0 |
| | 1708156017000 | 0 | None | None | Roads | HUME PIPE CULVERT 1000MM DIA SINGLE VENT | 349900.55 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2671344 | 83269 | None | CSR 2023-24 Vol 3 It No. 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 1.5 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 | 50.73 | False | None | None | False | None | False | 5433.183 | 0 | | 2671345 | 83269 | None | CSR 2023-24 Vol 3 It No. 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
| Cum | 6791.53 | 6791.53 | 2.67 | False | None | None | False | None | False | 18133.3851 | 0 | | 2671346 | 83269 | None | CSR 2023-24 Vol 3 It No. 2.4.1 | 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7262.14 | 7262.14 | 20.52 | False | None | None | False | None | False | 149019.1128 | 0 | | 2671347 | 83269 | None | CSR 2023-24 Vol. 1 Pg. 18 It.No. 2.11.c | 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. Sub structure of Bridges | t | 84311.85 | 84311.85 | 0.23 | False | None | None | False | None | False | 19391.7255 | 0 | | 2671348 | 83269 | None | CSR 2023-24 Vol. 3 Pg. 146 It.No. 16.15.b. | 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. 1000mm dia | Rmtr | 8355.9 | 8355.9 | 10.0 | False | None | None | False | None | False | 83559.0 | 0 | | 2671349 | 83269 | None | CSR 2023-24 Vol. 1 Pg. 7 It.No. 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.
| Cum | 497.7 | 497.7 | 29.17 | False | None | None | False | None | False | 14517.909 | 0 | | 2671350 | 83269 | None | CSR 2023-24 Vol. 3 Pg. 117 It.No. 12.3.A | Back filling behind abutment, wing wall and return wall complete including compaction Granular material | Cum | 1226.4 | 1226.4 | 10.18 | False | None | None | False | None | False | 12484.752 | 0 | | 2671351 | 83269 | None | CSR 2023-24 Vol. 3 It. No. 14.1 | 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 | Cum | 2007.6 | 2007.6 | 5.07 | False | None | None | False | None | False | 10178.532 | 0 | | 2671352 | 83269 | None | CSR 2023-24 Vol. 3 It. No. 14.4 | 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 | Cum | 2007.6 | 2007.6 | 7.2 | False | None | None | False | None | False | 14454.72 | 0 | | 2671353 | 83269 | None | CSR 2023-24 Vol. 3 It. No. 14.7.b. | A toe wall for toe protection can either be in dry rubble masonry in
case of dry rubble pitching or pitching with stones in wire crates
or it can be in PCC M15 nominal mix if cement concert block have
been used for pitching . Rates for toe wall can be adopted from
respective clauses depending upon approved design. The rate
for excavation for foundation, dry rubble masonry and PCC M15
have been analysed and given in respective chapters of different
volumes | Cum | 9509.72 | 9509.72 | 2.39 | False | None | None | False | None | False | 22728.2308 | 0 |
| | 1708156017000 | 0 | None | None | Roads | CONCRETE PAVEMENT | 106690.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2671354 | 83270 | None | CSR 2023-24 Vol. 3 It. No. 16.27 | Providing and constructing un-reinforced plain cement
concrete pavement, thickness as per design, over a prepared
sub base, with 43 grade cement or any other type as per
Clause 1501.2.2 M20 (Grade), coarse and fine aggregates
conforming to IS:383:2016, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a concrete mixer
of not less than 0.2 cum capacity and appropriate weigh
batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron
thick polythene film, wedges, steel plates including levelling
the formwork as per drawing), spreading the concrete with
shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including
construction joints, , primer, sealant , curing of concrete
slabs for 14-days, and water finishing to lines and grade as
per drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyance
of all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work. | Cum | 7112.7 | 7112.7 | 15.0 | False | None | None | False | None | False | 106690.5 | 0 |
| | 1708156017000 | 0 | None | None | Roads | 500 MM DIA BURIED CONDUITS | 313248.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2671355 | 83271 | None | CSR 2023-24 Vol. 1 Pg. 8 It.No. 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 1.5 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 | 23.35 | False | None | None | False | None | False | 2500.785 | 0 | | 2671356 | 83271 | None | CSR 2023-24 Vol. 1 Pg. 15 It.No. 2.1.4 | 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6791.53 | 6791.53 | 3.09 | False | None | None | False | None | False | 20985.8277 | 0 | | 2671357 | 83271 | None | CSR 2023-24 Vol. 1 Pg. 16 It.No. 2.4.1 | 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7262.14 | 7262.14 | 19.9 | False | None | None | False | None | False | 144516.586 | 0 | | 2671358 | 83271 | None | CSR 2023-24 Vol. 3 It. No. 16.15 | 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 NP3-500mm | Mtr | 2721.6 | 2721.6 | 35.0 | False | None | None | False | None | False | 95256.0 | 0 | | 2671359 | 83271 | None | CSR 2023-24 Vol. 1 Pg. 7 It.No. 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.
| Cum | 497.7 | 497.7 | 67.2 | False | None | None | False | None | False | 33445.44 | 0 | | 2671360 | 83271 | None | CSR 2023-24 Vol. 3 Pg. 117 It.No. 12.3.A | Back filling behind abutment, wing wall and return wall complete including compaction Granular material
| Cum | 1226.4 | 1226.4 | 13.49 | False | None | None | False | None | False | 16544.136 | 0 |
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