| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1727418574000 | 1 | None | None | Roads | Improvement of Low Laying Area | 13436920.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4091381 | 159334 | None | 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 DozerIn area of light jungle ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | 100 Sqm | 432.3 | 432.3 | 182.16 | False | None | None | False | None | False | 78747.768 | 0 | | 4091382 | 159334 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 93.5 | 93.5 | 5464.8 | False | None | None | False | None | False | 510958.8 | 0 | | 4091383 | 159334 | None | 1.4 (I) B | Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced RoadTaking output 18 t load and lead 10 km = 180 t.km ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | T.Km | 8.8 | 8.8 | 98366.4 | False | None | None | False | None | False | 865624.32 | 0 | | 4091384 | 159334 | None | 3.7 | 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. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 115.5 | 115.5 | 3643.2 | False | None | None | False | None | False | 420789.6 | 0 | | 4091385 | 159334 | None | 3.3 | Providing casing embankment using semi-pervious / pervious
approved soil from borrow areas in layers of 250 to 300 mm (
before compaction ) including cost of all materials, machinery, labour,
all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning
edges / sides, watering, compacting each layer to density control of not
less than 95 percent or as stipulated using power roller and all other
ancillary operations complete. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 691.9 | 691.9 | 16648.07 | False | None | None | False | None | False | 11518799.633 | 0 | | 4091386 | 159334 | None | QRR | Marking of Layout Boundary, Plot boundary and outer boundary of industrial layout using total station equipment including mobilization of necessary men and machinery complete as per the instruction of engineer in charge. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Day | 14000.0 | 14000.0 | 3.0 | False | None | None | False | None | False | 42000.0 | 0 |
| | 1727418574000 | 1 | None | None | Roads | Improvement of Road | 10585888.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4091387 | 159335 | None | 3.7 | 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. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 115.5 | 115.5 | 998.2 | False | None | None | False | None | False | 115292.1 | 0 | | 4091388 | 159335 | 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. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 521.4 | 521.4 | 1497.3 | False | None | None | False | None | False | 780692.22 | 0 | | 4091389 | 159335 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 542.3 | 542.3 | 1497.3 | False | None | None | False | None | False | 811985.79 | 0 | | 4091390 | 159335 | None | 4.2 b(v) | Construction of Granular Sub-Base of required grading as per
design spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with front end
loader at OMC and compacting with vibratory roller to achieve
the desired density, complete as per clause 401For Grading -V Material ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 2594.9 | 2594.9 | 748.65 | False | None | None | False | None | False | 1942671.885 | 0 | | 4091391 | 159335 | None | 4.17 | Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing
the Material with water at OMC in mechanical mix plant carriage
of mixed Material by tipper to site, laying in uniform layers with
paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2814.9 | 2814.9 | 980.38 | False | None | None | False | None | False | 2759671.662 | 0 | | 4091392 | 159335 | None | 5.2 (i) | Providing and applying primer coat with SS1 grade Bituminous
Emulsion on prepared surface of granular Base including cleaning
with mechanical Broom of road surface and spraying primer at
the rate of 0.90 kg/m2 using mechanical means ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 58.3 | 58.3 | 3921.5 | False | None | None | False | None | False | 228623.45 | 0 | | 4091393 | 159335 | None | 5.12 A | Providing and laying Dense Graded Bituminous Macadam with
120 TPH capacity HMP batch type using crushed aggregates of
specified grading, premixed with bituminous binder VG-30, @
4.5 per cent by weight of total mix and filler, transporting the
hot mix to work site, laying with mechanical paver finisher to
the required grade, level and alignment, rolling with smooth
wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MoRTH specification clause No. 505 complete
in all respects. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 10478.6 | 10478.6 | 215.68 | False | None | None | False | None | False | 2260024.448 | 0 | | 4091394 | 159335 | None | 5.3 (i) | Tack coat on Bituminous surface
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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 13.2 | 13.2 | 3921.5 | False | None | None | False | None | False | 51763.8 | 0 | | 4091395 | 159335 | None | 5.16 A | Providing and laying Bituminous Concrete with 120 TPH
capacity hot mix plant batch type using crushed aggregates of
specified grading, premixed with bituminous binder VG-30, @
5.4 per cent of mix and filler, transporting the hot mix to work
site, laying with mechanical paver finisher to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and
tandem rollers to achieve the desired compaction as per MORTH
specification clause No. 507 complete in all respects ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 12136.3 | 12136.3 | 117.64 | False | None | None | False | None | False | 1427714.332 | 0 | | 4091396 | 159335 | None | 8.6 A (ii) | Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made
of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 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:67:202290 cm equilateral triangle ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 5222.8 | 5222.8 | 2.0 | False | None | None | False | None | False | 10445.6 | 0 | | 4091397 | 159335 | None | 8.7 | Direction and Place Identification Signs upto 0.9 m2 Size
Board.
Providing and erecting direction and place identification retroreflectorised
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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 9911.0 | 9911.0 | 4.5 | False | None | None | False | None | False | 44599.5 | 0 | | 4091398 | 159335 | None | 8.15 | 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. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 583.0 | 583.0 | 258.56 | False | None | None | False | None | False | 150740.48 | 0 | | 4091399 | 159335 | None | 8.4 | Printing new letter and figures of any shade with synthetic
enamel paint black or any other approved colour to give an
even shade ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | cm | 0.99 | 0.99 | 1680.0 | False | None | None | False | None | False | 1663.2 | 0 |
| | 1727418574000 | 1 | None | None | Roads | Construction of Drain (RSD- Road Side Drain) | 12057435.61 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4091400 | 159336 | 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 1.5
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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 112.2 | 112.2 | 2098.8 | False | None | None | False | None | False | 235485.36 | 0 | | 4091401 | 159336 | None | 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. and
down size & with approved sand including hand packing, ramming, watering,
including cost of all materials and labour with all lead and lift complete as per
specifications. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2950.2 | 2950.2 | 239.51 | False | None | None | False | None | False | 706602.402 | 0 | | 4091402 | 159336 | None | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 6838.7 | 6838.7 | 179.64 | False | None | None | False | None | False | 1228504.068 | 0 | | 4091403 | 159336 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 9408.96 | 9408.96 | 518.32 | False | None | None | False | None | False | 4876852.1472 | 0 | | 4091404 | 159336 | None | 2.11 h | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | t | 86912.1 | 86912.1 | 41.46 | False | None | None | False | None | False | 3603375.666 | 0 | | 4091405 | 159336 | None | 12.1 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 151.8 | 151.8 | 232.0 | False | None | None | False | None | False | 35217.6 | 0 | | 4091406 | 159336 | None | 12.4 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2944.7 | 2944.7 | 278.4 | False | None | None | False | None | False | 819804.48 | 0 | | 4091407 | 159336 | None | 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed
work, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer using structural steel etc. as required. In
gratings, frames, guard bar, ladder, railings, brackets, gates and similar
works including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-
Charge ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Kg | 149.6 | 149.6 | 450.0 | False | None | None | False | None | False | 67320.0 | 0 | | 4091408 | 159336 | None | 3.3 | Providing casing embankment using semi-pervious / pervious
approved soil from borrow areas in layers of 250 to 300 mm (
before compaction ) including cost of all materials, machinery, labour,
all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning
edges / sides, watering, compacting each layer to density control of not
less than 95 percent or as stipulated using power roller and all other
ancillary operations complete. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 691.9 | 691.9 | 208.8 | False | None | None | False | None | False | 144468.72 | 0 | | 4091409 | 159336 | None | 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations and other similar works etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift upto 1.5 m. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 292.6 | 292.6 | 1161.33 | False | None | None | False | None | False | 339805.158 | 0 |
| | 1727418574000 | 1 | None | None | Roads | Construction of CD (Cross Drain) | 1274830.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4091410 | 159337 | None | 2.10 (b) | 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 leadRubble stone masonry in cement mortar ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 671.0 | 671.0 | 37.8 | False | None | None | False | None | False | 25363.8 | 0 | | 4091411 | 159337 | None | 2.17 (a) | 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 Removing all type of Hume Pipes and Stacking including Earthwork
and Dismantling of Masonry Works. Upto 600 mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 1052.7 | 1052.7 | 52.5 | False | None | None | False | None | False | 55266.75 | 0 | | 4091412 | 159337 | 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 1.5
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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 112.2 | 112.2 | 320.88 | False | None | None | False | None | False | 36002.736 | 0 | | 4091413 | 159337 | None | 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. and
down size & with approved sand including hand packing, ramming, watering,
including cost of all materials and labour with all lead and lift complete as per
specifications. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2950.2 | 2950.2 | 18.02 | False | None | None | False | None | False | 53162.604 | 0 | | 4091414 | 159337 | None | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 6838.7 | 6838.7 | 9.01 | False | None | None | False | None | False | 61616.687 | 0 | | 4091415 | 159337 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 7527.16 | 7527.16 | 27.61 | False | None | None | False | None | False | 207824.8876 | 0 | | 4091416 | 159337 | None | 2.11 h | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | t | 86912.1 | 86912.1 | 3.01 | False | None | None | False | None | False | 261605.421 | 0 | | 4091417 | 159337 | None | 12.1 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 151.8 | 151.8 | 25.2 | False | None | None | False | None | False | 3825.36 | 0 | | 4091418 | 159337 | None | 16.3.7 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)
pipes NP-3 Class conforming to IS:458-1988 with latest amentments
using ordinary portland cement, for sanitary works and conveying
to work site, rolling and lowering into trenches, laying true to line
and level including loading and unloading at both destinations and
jointing of pipes and specials, perfect linking of joints with jack to
correct position including cost of jointing materials, i.e, rubber rings
conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as
directed and giving necessary hydraulic test as per ISS to the required
pressure and commissioning etc. complete. (Contractor will make his
own arrangements for procuring water for testing). Before the execution
of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 600 mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 3454.0 | 3454.0 | 52.5 | False | None | None | False | None | False | 181335.0 | 0 | | 4091419 | 159337 | None | 12.4 | 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. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2944.7 | 2944.7 | 15.88 | False | None | None | False | None | False | 46761.836 | 0 | | 4091420 | 159337 | None | 12.3 | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification Granular material ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 1284.8 | 1284.8 | 266.24 | False | None | None | False | None | False | 342065.152 | 0 |
| | 1727418574000 | 1 | None | None | Roads | Providing and installation of Electrical Pole | 2504736.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4091421 | 159338 | None | 1.4.1 | 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.
In all kinds of soils Depth upto 1.5 m ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 266.2 | 266.2 | 282.18 | False | None | None | False | None | False | 75116.316 | 0 | | 4091422 | 159338 | None | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 6838.7 | 6838.7 | 7.68 | False | None | None | False | None | False | 52521.216 | 0 | | 4091423 | 159338 | None | 2.3.2 | Providing and laying in Cement Concrete for all Basement & surface level
works, return walls, retaining walls, sunken floors etc. 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, 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 7341.84 | 7341.84 | 81.92 | False | None | None | False | None | False | 601443.5328 | 0 | | 4091424 | 159338 | None | 2.11 h | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | t | 86912.1 | 86912.1 | 1.92 | False | None | None | False | None | False | 166871.232 | 0 | | 4091425 | 159338 | None | 11.8.2 | SupplyofLEDStreetlightluminairewithpressurediecastaluminiumhousingbodyforoptimalthermaldissipation.LampcompartmentcomprisingofantiglarecleardiffuserwithInjectionmouldedpolycarbonatematerial,deliveringsuperiorlightoutputRatedlifeBurningHrs50000hrLumenMaintenanceof70%,maximumlightintensityshouldbebetween60degreesto70degrees.CCT 5500K,IP66opticalandelectricalcompartment&impactresistanceofcompleteluminaireIK08.PowerFactor0.9withmains,SurgeProtection-Min5KValongwithOvervoltage/Overload,shortcircuit/miss-wiringprotection.Compatibleforpolemountingwithouterdiaof40mmto50mm.UniversalVoltagedrivertooperatewidevoltagerangefrom100Vto270V50/60Hzapplication.CompliancetoIS10322/IEC60598,LM79&LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with singlescrewtoensureeaseofmaintenanceatthesightsitelocationwithminimizedminimaltools.LEDLightfixturewith.WSystemPowerconsumption.LEDEfficiency1301m/w,nominalCRI75.Luminairemanufacturershouldhavein housefacilityaccreditedbyNABL/CPRI&anyGovernmentcertifiedagency&Design&DevelopmentfacilitycertifiedbyISO9001:2008.Housingwithsupplierwordmark/nameshallbeEngraved/Embossingonthediecasthousing/Bodypart.Warrantyof2YearsagainstanymanufacturingdefectworkingunderstandardelectricalconditionsasmentionedaboveshouldbegivenbyLEDmanufacturer&Cree/Nichia/Lumileds/Osram make LED Source. LED Streetlight 40W ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 4426.4 | 4426.4 | 80.0 | False | None | None | False | None | False | 354112.0 | 0 | | 4091426 | 159338 | None | 4.2.2 | Fabricating,supplyinganderectionof.mslonghotdipGalvanizedOctagonalhotdipPolewithBSEN10025gradeS355JOsteelplateforshaft,IS2062forbaseplatewithdooropeningarrangements,includingsuitableboards,BakelitesheetandMCBsasperISspecificationssuitabletowithstandthewindspeedof47m/sfor.mPoleinsinglesectionandsinglejointweldedasperIS9595/IS10178AWShavingdimensionsbottom.mm,top.mmwith3mmthick,suitablebaseplateand4Nosof.longJboltsalongwithtemplateandthePoleshallbehotdipgalvanizedinsingledippingwithnotlessthan65micronasperASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 70 mm and Bottom 130 mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 9020.0 | 9020.0 | 80.0 | False | None | None | False | None | False | 721600.0 | 0 | | 4091427 | 159338 | None | 4.6.1 | Supplying,andfixingofHotdipGalvanizedM.S.BracketsuitableforoutdoorluminariesandmountedonOctagonalpoleusingnecessarybolts, nuts etc., complete. Single Arm Bracket with 1000 mm Standard 40/50 mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 1870.0 | 1870.0 | 80.0 | False | None | None | False | None | False | 149600.0 | 0 | | 4091428 | 159338 | None | 5.48 | SupplyingandfixingMicroprocessorBasedAstronomicaltimerSwitch with using necessary bolts, nuts and washers. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 5327.3 | 5327.3 | 40.96 | False | None | None | False | None | False | 218206.208 | 0 | | 4091429 | 159338 | None | 5.17.1 | SupplyingandfixingregularMCCBdistributionPanelconfirmingtoIS/IEC61439-3andIK09testedasperIS/IEC62262withminimumIP43protectionprovidedwithPolyurethane(PUR)gasket,withsuitableearthingsystem,onwall/woodboard/flushmountingusingrequiredclA,bolts,nuts,etc.,withprovisionforfixingofsuitabletypecapacityMCCB'sasanincomerfor3phaseDoubledoorwithnecessarybusbarcompletelywiredtouseon440V3phase4wirepowdercoatedpaintingetc.,completewithaprovisionforfixingofsingle/threephasesuitablecapacityMCB'sasoutgoingsconfirmingtoIS/IEC 60898 - 2. 4 Way ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 11361.9 | 11361.9 | 1.0 | False | None | None | False | None | False | 11361.9 | 0 | | 4091430 | 159338 | None | 2.3.3 | Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 2.5 mm2 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 46.2 | 46.2 | 202.5 | False | None | None | False | None | False | 9355.5 | 0 | | 4091431 | 159338 | None | 13.39 | Supplying,fixing,wiring,earthelectrodeforgroundingconduits,I.C.cutoutsandotherequipment'sonthemeterboardusing40mmdia2.90mmthickGIpipe2.5mlongburiedinapit.Thepitshouldbefilledwithequalproportionofsaltandcharcoal150mmall-roundthepipetocompletedepth.Theconnectionfromthepipetotheconduitetc.,istobeestablishedthroughGIwireofsizeasperlSIspecification7.3.3.ofIS732using12mmdiabolts,nuts,washersandchecknutsetc., the pipe shall have 16 through holes of 12 mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Job | 4125.0 | 4125.0 | 1.0 | False | None | None | False | None | False | 4125.0 | 0 | | 4091432 | 159338 | None | 82.05 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Km | 156026.0 | 156026.0 | 0.9 | False | None | None | False | None | False | 140423.4 | 0 |
| | 1727418574000 | 1 | None | None | Roads | Construction of Water Supply Network | 669091.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4091433 | 159339 | None | 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means as per drawing and technical specifications, including setting out,
construction of shoring, strutting, barricading, caution lights, bracing, using
sight rails & bonding rods at every 100 mm wherever necessary as directed,
removal of stumps and other deleterious matter, dressing of sides and levelling
the bottom of trench to the extent required , utilising the available excavated
earth locally for the work etc., and all other appurtenances complete in the
following strata. All kinds of soils. Depth upto 1.50 m ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 288.2 | 288.2 | 519.75 | False | None | None | False | None | False | 149791.95 | 0 | | 4091434 | 159339 | None | 9.10.1 | Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying
to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of
pipes and specials with electrofusion welding, giving hydraulic test
as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excation, testing and commissioning. The
rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete
(Contractor will make his own arrangements for procuring water for
testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 For Grade PE 100 PN 6.0: HDPE Grade PE100-PN6.0,63mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 183.7 | 183.7 | 962.5 | False | None | None | False | None | False | 176811.25 | 0 | | 4091435 | 159339 | None | 9.17.27 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two "O" rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc. complete. 63 MM ELECTRO FUSION COUPLER ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 155.1 | 155.1 | 20.0 | False | None | None | False | None | False | 3102.0 | 0 | | 4091436 | 159339 | None | 9.17.30 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two "O" rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc. complete. 63 MM ELECTRO FUSION TEE ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 270.6 | 270.6 | 10.0 | False | None | None | False | None | False | 2706.0 | 0 | | 4091437 | 159339 | None | 9.17.33 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two "O" rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc. complete.63 MM ELECTRO FUSION ELBOW ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 271.7 | 271.7 | 15.0 | False | None | None | False | None | False | 4075.5 | 0 | | 4091438 | 159339 | None | 2.64.7 | Supply of PPR End Cap confirming to IS 15801-2008 and DIN Standards
8077/8092 PPR End Cap 63mm ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 93.5 | 93.5 | 45.0 | False | None | None | False | None | False | 4207.5 | 0 | | 4091439 | 159339 | None | 13.24.2 | Supply and delivery at site of brand new best make gate valve as per IS
778/1984 with ISI Mark and as per its latest amendments Size 65mm ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 1595.0 | 1595.0 | 0.48 | False | None | None | False | None | False | 765.6 | 0 | | 4091440 | 159339 | None | 8.38.1 | Supplying, fixing and commissioning C.I Tamper proof Air valve
of approved make body and seat ring of bronze PN 1.6 conforming
to IS: 14845 of specified diameter with all fixtures including cost of
all materials, machinery, labour and all other anicillary operations
complete. 80 mm diameter valve with accessorries ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Set | 31889.0 | 31889.0 | 4.0 | False | None | None | False | None | False | 127556.0 | 0 | | 4091441 | 159339 | None | 4.5.2 | Labour charges for making flanged joints including cost of jointing
materials comprising of rubber insertion, galvanised bolts and nuts
including giving hydraulic test to the required pressure as per ISS with
all lead & lift (contractor will make his own arrangement for procuring
water for testing) etc. complete Pipes and specials of dia 80mm. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 136.4 | 136.4 | 150.0 | False | None | None | False | None | False | 20460.0 | 0 | | 4091442 | 159339 | None | 2.23.2 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete For sluice Valve of PN -10.0 and 80mm ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 11432.3 | 11432.3 | 2.0 | False | None | None | False | None | False | 22864.6 | 0 | | 4091443 | 159339 | None | 2.46 | Providing and fixing surface box of required dia. and size with synthetic
lid for valves or spindle rods. The surface box should be usable for 50 to
400mm dia. valves, PN 10 / 16 and will consist of lid, housing, locking
clip, notched bolt, cross bar, washer and torque nut etc. complete ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 3743.3 | 3743.3 | 2.0 | False | None | None | False | None | False | 7486.6 | 0 | | 4091444 | 159339 | None | 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations and other similar works etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift upto 1.5 m. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 292.6 | 292.6 | 510.13 | False | None | None | False | None | False | 149264.038 | 0 |
| | 1727418574000 | 1 | None | None | Roads | Construction of UGD Network | 5267762.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4091445 | 159340 | None | 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means as per drawing and technical specifications, including setting out,
construction of shoring, strutting, barricading, caution lights, bracing, using
sight rails & bonding rods at every 100 mm wherever necessary as directed,
removal of stumps and other deleterious matter, dressing of sides and levelling
the bottom of trench to the extent required , utilising the available excavated
earth locally for the work etc., and all other appurtenances complete in the
following strata. All kinds of soils. Depth upto 1.50 m ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 288.2 | 288.2 | 1731.84 | False | None | None | False | None | False | 499116.288 | 0 | | 4091446 | 159340 | None | 1.17.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means as per drawing and technical specifications, including setting out,
construction of shoring, strutting, barricading, caution lights, bracing, using
sight rails & bonding rods at every 100 mm wherever necessary as directed,
removal of stumps and other deleterious matter, dressing of sides and levelling
the bottom of trench to the extent required , utilising the available excavated
earth locally for the work etc., and all other appurtenances complete in the
following strata. Depth exceeding 1.5 m, but not exceeding 3 m ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 364.1 | 364.1 | 82.28 | False | None | None | False | None | False | 29958.148 | 0 | | 4091447 | 159340 | None | 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. and
down size & with approved sand including hand packing, ramming, watering,
including cost of all materials and labour with all lead and lift complete as per
specifications. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2950.2 | 2950.2 | 111.07 | False | None | None | False | None | False | 327678.714 | 0 | | 4091448 | 159340 | None | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 6838.7 | 6838.7 | 80.24 | False | None | None | False | None | False | 548737.288 | 0 | | 4091449 | 159340 | None | 16.18.5 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion
or approved type Cast-insitu / Pre-cast RCC Machinehole chambers,
constructed using form vibrators of standard type, with barricading,
danger lighting and using of sight rails and boning rods wherever
necessary, shoring and strutting wherever required using Ordinary
Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down
graded jelly, well graded sand and steel of approved quality, 200 mm
thick top concrete slab, having wall thickness and raft thickness as in
approved drawings and with an offset in raft alround the chamber as
in approved drawing, benching concrete with 1:6 slope towards the
central drain finished smooth, including fixing and grouting of pipes,
including conveying to work spot supply and fixing SFRC Machinehole
cover and frame (Heavy duty) conforming to IS:12592 with latest
amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3
mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia.
Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as
detailed in Technical specifications, including stone grit beding wherever
required, watering, curing, engraving Machinehole number with flow
direction on the inner cylindrical surface etc., complete including
cost of reinforcement steel and fabrication charges and also cost and
conveyance of all materials, labour with all lead and lifts. The Pre-cast
RCC Machinehole are for various diamters and depths as stated below
and as per detailed drawings, specifications and direction of the Engineer.
For 1.2m dia Machinehole: Constructing Pre-cast RCC Machinehole 1.2 m internal dia. , 2.0M depth
& SFRC cover & frame ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 67454.2 | 67454.2 | 34.0 | False | None | None | False | None | False | 2293442.8 | 0 | | 4091450 | 159340 | None | 16.3.2 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)
pipes NP-3 Class conforming to IS:458-1988 with latest amentments
using ordinary portland cement, for sanitary works and conveying
to work site, rolling and lowering into trenches, laying true to line
and level including loading and unloading at both destinations and
jointing of pipes and specials, perfect linking of joints with jack to
correct position including cost of jointing materials, i.e, rubber rings
conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as
directed and giving necessary hydraulic test as per ISS to the required
pressure and commissioning etc. complete. (Contractor will make his
own arrangements for procuring water for testing). Before the execution
of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 300 mm dia. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 1465.2 | 1465.2 | 784.2 | False | None | None | False | None | False | 1149009.84 | 0 | | 4091451 | 159340 | None | 1.9 | Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations and other
similar works etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming
and watering, lead up to 50 m and lift upto 1.5 m. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 292.6 | 292.6 | 1434.79 | False | None | None | False | None | False | 419819.554 | 0 |
| | 1727418574000 | 0 | None | None | Roads | Improvements to existing of JP Nagar 9th Phase, 7th Block Layout, Behind Alahalli Lake, Bengaluru South, | 45796664.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4091452 | 159341 | None | 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means as per drawing and technical specifications, including setting out,
construction of shoring, strutting, barricading, caution lights, bracing, using
sight rails & bonding rods at every 100 mm wherever necessary as directed,
removal of stumps and other deleterious matter, dressing of sides and levelling
the bottom of trench to the extent required , utilising the available excavated
earth locally for the work etc., and all other appurtenances complete in the
following strata. All kinds of soils. Depth upto 1.50 m ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 288.2 | 288.2 | 519.75 | False | None | None | False | None | False | 149791.95 | 0 | | 4091453 | 159341 | None | 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means as per drawing and technical specifications, including setting out,
construction of shoring, strutting, barricading, caution lights, bracing, using
sight rails & bonding rods at every 100 mm wherever necessary as directed,
removal of stumps and other deleterious matter, dressing of sides and levelling
the bottom of trench to the extent required , utilising the available excavated
earth locally for the work etc., and all other appurtenances complete in the
following strata. All kinds of soils. Depth upto 1.50 m ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 288.2 | 288.2 | 1731.84 | False | None | None | False | None | False | 499116.288 | 0 | | 4091454 | 159341 | None | 2.10 (b) | 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 leadRubble stone masonry in cement mortar ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 671.0 | 671.0 | 37.8 | False | None | None | False | None | False | 25363.8 | 0 | | 4091456 | 159341 | None | 3.7 | 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. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 115.5 | 115.5 | 998.2 | False | None | None | False | None | False | 115292.1 | 0 | | 4091455 | 159341 | None | 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 DozerIn area of light jungle ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | 100 Sqm | 432.3 | 432.3 | 182.16 | False | None | None | False | None | False | 78747.768 | 0 | | 4091457 | 159341 | None | 1.4.1 | 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.
In all kinds of soils Depth upto 1.5 m ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 266.2 | 266.2 | 282.18 | False | None | None | False | None | False | 75116.316 | 0 | | 4091458 | 159341 | 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 1.5
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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 112.2 | 112.2 | 2098.8 | False | None | None | False | None | False | 235485.36 | 0 | | 4091462 | 159341 | None | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 6838.7 | 6838.7 | 7.68 | False | None | None | False | None | False | 52521.216 | 0 | | 4091459 | 159341 | None | 9.10.1 | Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying
to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of
pipes and specials with electrofusion welding, giving hydraulic test
as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excation, testing and commissioning. The
rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete
(Contractor will make his own arrangements for procuring water for
testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 For Grade PE 100 PN 6.0: HDPE Grade PE100-PN6.0,63mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 183.7 | 183.7 | 962.5 | False | None | None | False | None | False | 176811.25 | 0 | | 4091460 | 159341 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 93.5 | 93.5 | 5464.8 | False | None | None | False | None | False | 510958.8 | 0 | | 4091461 | 159341 | None | 2.17 (a) | 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 Removing all type of Hume Pipes and Stacking including Earthwork
and Dismantling of Masonry Works. Upto 600 mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 1052.7 | 1052.7 | 52.5 | False | None | None | False | None | False | 55266.75 | 0 | | 4091463 | 159341 | 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. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 521.4 | 521.4 | 1497.3 | False | None | None | False | None | False | 780692.22 | 0 | | 4091464 | 159341 | None | 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. and
down size & with approved sand including hand packing, ramming, watering,
including cost of all materials and labour with all lead and lift complete as per
specifications. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2950.2 | 2950.2 | 239.51 | False | None | None | False | None | False | 706602.402 | 0 | | 4091465 | 159341 | None | 1.17.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means as per drawing and technical specifications, including setting out,
construction of shoring, strutting, barricading, caution lights, bracing, using
sight rails & bonding rods at every 100 mm wherever necessary as directed,
removal of stumps and other deleterious matter, dressing of sides and levelling
the bottom of trench to the extent required , utilising the available excavated
earth locally for the work etc., and all other appurtenances complete in the
following strata. Depth exceeding 1.5 m, but not exceeding 3 m ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 364.1 | 364.1 | 82.28 | False | None | None | False | None | False | 29958.148 | 0 | | 4091466 | 159341 | None | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 6838.7 | 6838.7 | 179.64 | False | None | None | False | None | False | 1228504.068 | 0 | | 4091468 | 159341 | None | 2.3.2 | Providing and laying in Cement Concrete for all Basement & surface level
works, return walls, retaining walls, sunken floors etc. 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, 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 7341.84 | 7341.84 | 81.92 | False | None | None | False | None | False | 601443.5328 | 0 | | 4091467 | 159341 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 542.3 | 542.3 | 1497.3 | False | None | None | False | None | False | 811985.79 | 0 | | 4091469 | 159341 | None | 9.17.27 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two "O" rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc. complete. 63 MM ELECTRO FUSION COUPLER ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 155.1 | 155.1 | 20.0 | False | None | None | False | None | False | 3102.0 | 0 | | 4091470 | 159341 | None | 1.4 (I) B | Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced RoadTaking output 18 t load and lead 10 km = 180 t.km ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | T.Km | 8.8 | 8.8 | 98366.4 | False | None | None | False | None | False | 865624.32 | 0 | | 4091471 | 159341 | None | 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. and
down size & with approved sand including hand packing, ramming, watering,
including cost of all materials and labour with all lead and lift complete as per
specifications. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2950.2 | 2950.2 | 111.07 | False | None | None | False | None | False | 327678.714 | 0 | | 4091472 | 159341 | 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 1.5
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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 112.2 | 112.2 | 320.88 | False | None | None | False | None | False | 36002.736 | 0 | | 4091473 | 159341 | None | 2.11 h | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | t | 86912.1 | 86912.1 | 1.92 | False | None | None | False | None | False | 166871.232 | 0 | | 4091474 | 159341 | None | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 6838.7 | 6838.7 | 80.24 | False | None | None | False | None | False | 548737.288 | 0 | | 4091475 | 159341 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 9408.96 | 9408.96 | 518.32 | False | None | None | False | None | False | 4876852.1472 | 0 | | 4091476 | 159341 | None | 3.7 | 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. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 115.5 | 115.5 | 3643.2 | False | None | None | False | None | False | 420789.6 | 0 | | 4091477 | 159341 | None | 4.2 b(v) | Construction of Granular Sub-Base of required grading as per
design spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with front end
loader at OMC and compacting with vibratory roller to achieve
the desired density, complete as per clause 401For Grading -V Material ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 2594.9 | 2594.9 | 748.65 | False | None | None | False | None | False | 1942671.885 | 0 | | 4091478 | 159341 | None | 9.17.30 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two "O" rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc. complete. 63 MM ELECTRO FUSION TEE ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 270.6 | 270.6 | 10.0 | False | None | None | False | None | False | 2706.0 | 0 | | 4091479 | 159341 | None | 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. and
down size & with approved sand including hand packing, ramming, watering,
including cost of all materials and labour with all lead and lift complete as per
specifications. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2950.2 | 2950.2 | 18.02 | False | None | None | False | None | False | 53162.604 | 0 | | 4091480 | 159341 | None | 16.18.5 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion
or approved type Cast-insitu / Pre-cast RCC Machinehole chambers,
constructed using form vibrators of standard type, with barricading,
danger lighting and using of sight rails and boning rods wherever
necessary, shoring and strutting wherever required using Ordinary
Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down
graded jelly, well graded sand and steel of approved quality, 200 mm
thick top concrete slab, having wall thickness and raft thickness as in
approved drawings and with an offset in raft alround the chamber as
in approved drawing, benching concrete with 1:6 slope towards the
central drain finished smooth, including fixing and grouting of pipes,
including conveying to work spot supply and fixing SFRC Machinehole
cover and frame (Heavy duty) conforming to IS:12592 with latest
amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3
mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia.
Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as
detailed in Technical specifications, including stone grit beding wherever
required, watering, curing, engraving Machinehole number with flow
direction on the inner cylindrical surface etc., complete including
cost of reinforcement steel and fabrication charges and also cost and
conveyance of all materials, labour with all lead and lifts. The Pre-cast
RCC Machinehole are for various diamters and depths as stated below
and as per detailed drawings, specifications and direction of the Engineer.
For 1.2m dia Machinehole: Constructing Pre-cast RCC Machinehole 1.2 m internal dia. , 2.0M depth
& SFRC cover & frame ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 67454.2 | 67454.2 | 34.0 | False | None | None | False | None | False | 2293442.8 | 0 | | 4091481 | 159341 | None | 3.3 | Providing casing embankment using semi-pervious / pervious
approved soil from borrow areas in layers of 250 to 300 mm (
before compaction ) including cost of all materials, machinery, labour,
all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning
edges / sides, watering, compacting each layer to density control of not
less than 95 percent or as stipulated using power roller and all other
ancillary operations complete. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 691.9 | 691.9 | 16648.07 | False | None | None | False | None | False | 11518799.633 | 0 | | 4091483 | 159341 | None | 4.17 | Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing
the Material with water at OMC in mechanical mix plant carriage
of mixed Material by tipper to site, laying in uniform layers with
paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2814.9 | 2814.9 | 980.38 | False | None | None | False | None | False | 2759671.662 | 0 | | 4091482 | 159341 | None | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 6838.7 | 6838.7 | 9.01 | False | None | None | False | None | False | 61616.687 | 0 | | 4091484 | 159341 | None | 2.11 h | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | t | 86912.1 | 86912.1 | 41.46 | False | None | None | False | None | False | 3603375.666 | 0 | | 4091485 | 159341 | None | 11.8.2 | SupplyofLEDStreetlightluminairewithpressurediecastaluminiumhousingbodyforoptimalthermaldissipation.LampcompartmentcomprisingofantiglarecleardiffuserwithInjectionmouldedpolycarbonatematerial,deliveringsuperiorlightoutputRatedlifeBurningHrs50000hrLumenMaintenanceof70%,maximumlightintensityshouldbebetween60degreesto70degrees.CCT 5500K,IP66opticalandelectricalcompartment&impactresistanceofcompleteluminaireIK08.PowerFactor0.9withmains,SurgeProtection-Min5KValongwithOvervoltage/Overload,shortcircuit/miss-wiringprotection.Compatibleforpolemountingwithouterdiaof40mmto50mm.UniversalVoltagedrivertooperatewidevoltagerangefrom100Vto270V50/60Hzapplication.CompliancetoIS10322/IEC60598,LM79&LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with singlescrewtoensureeaseofmaintenanceatthesightsitelocationwithminimizedminimaltools.LEDLightfixturewith.WSystemPowerconsumption.LEDEfficiency1301m/w,nominalCRI75.Luminairemanufacturershouldhavein housefacilityaccreditedbyNABL/CPRI&anyGovernmentcertifiedagency&Design&DevelopmentfacilitycertifiedbyISO9001:2008.Housingwithsupplierwordmark/nameshallbeEngraved/Embossingonthediecasthousing/Bodypart.Warrantyof2YearsagainstanymanufacturingdefectworkingunderstandardelectricalconditionsasmentionedaboveshouldbegivenbyLEDmanufacturer&Cree/Nichia/Lumileds/Osram make LED Source. LED Streetlight 40W ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 4426.4 | 4426.4 | 80.0 | False | None | None | False | None | False | 354112.0 | 0 | | 4091486 | 159341 | None | 9.17.33 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two "O" rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc. complete.63 MM ELECTRO FUSION ELBOW ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 271.7 | 271.7 | 15.0 | False | None | None | False | None | False | 4075.5 | 0 | | 4091487 | 159341 | None | 4.2.2 | Fabricating,supplyinganderectionof.mslonghotdipGalvanizedOctagonalhotdipPolewithBSEN10025gradeS355JOsteelplateforshaft,IS2062forbaseplatewithdooropeningarrangements,includingsuitableboards,BakelitesheetandMCBsasperISspecificationssuitabletowithstandthewindspeedof47m/sfor.mPoleinsinglesectionandsinglejointweldedasperIS9595/IS10178AWShavingdimensionsbottom.mm,top.mmwith3mmthick,suitablebaseplateand4Nosof.longJboltsalongwithtemplateandthePoleshallbehotdipgalvanizedinsingledippingwithnotlessthan65micronasperASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 70 mm and Bottom 130 mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 9020.0 | 9020.0 | 80.0 | False | None | None | False | None | False | 721600.0 | 0 | | 4091488 | 159341 | None | 5.2 (i) | Providing and applying primer coat with SS1 grade Bituminous
Emulsion on prepared surface of granular Base including cleaning
with mechanical Broom of road surface and spraying primer at
the rate of 0.90 kg/m2 using mechanical means ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 58.3 | 58.3 | 3921.5 | False | None | None | False | None | False | 228623.45 | 0 | | 4091489 | 159341 | None | 2.64.7 | Supply of PPR End Cap confirming to IS 15801-2008 and DIN Standards
8077/8092 PPR End Cap 63mm ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 93.5 | 93.5 | 45.0 | False | None | None | False | None | False | 4207.5 | 0 | | 4091490 | 159341 | None | QRR | Marking of Layout Boundary, Plot boundary and outer boundary of industrial layout using total station equipment including mobilization of necessary men and machinery complete as per the instruction of engineer in charge. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Day | 14000.0 | 14000.0 | 3.0 | False | None | None | False | None | False | 42000.0 | 0 | | 4091493 | 159341 | None | 12.1 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 151.8 | 151.8 | 232.0 | False | None | None | False | None | False | 35217.6 | 0 | | 4091492 | 159341 | None | 16.3.2 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)
pipes NP-3 Class conforming to IS:458-1988 with latest amentments
using ordinary portland cement, for sanitary works and conveying
to work site, rolling and lowering into trenches, laying true to line
and level including loading and unloading at both destinations and
jointing of pipes and specials, perfect linking of joints with jack to
correct position including cost of jointing materials, i.e, rubber rings
conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as
directed and giving necessary hydraulic test as per ISS to the required
pressure and commissioning etc. complete. (Contractor will make his
own arrangements for procuring water for testing). Before the execution
of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 300 mm dia. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 1465.2 | 1465.2 | 784.2 | False | None | None | False | None | False | 1149009.84 | 0 | | 4091491 | 159341 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 7527.16 | 7527.16 | 27.61 | False | None | None | False | None | False | 207824.8876 | 0 | | 4091494 | 159341 | None | 1.9 | Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations and other
similar works etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming
and watering, lead up to 50 m and lift upto 1.5 m. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 292.6 | 292.6 | 1434.79 | False | None | None | False | None | False | 419819.554 | 0 | | 4091495 | 159341 | None | 2.11 h | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | t | 86912.1 | 86912.1 | 3.01 | False | None | None | False | None | False | 261605.421 | 0 | | 4091497 | 159341 | None | 13.24.2 | Supply and delivery at site of brand new best make gate valve as per IS
778/1984 with ISI Mark and as per its latest amendments Size 65mm ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 1595.0 | 1595.0 | 0.48 | False | None | None | False | None | False | 765.6 | 0 | | 4091499 | 159341 | None | 12.4 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2944.7 | 2944.7 | 278.4 | False | None | None | False | None | False | 819804.48 | 0 | | 4091498 | 159341 | None | 4.6.1 | Supplying,andfixingofHotdipGalvanizedM.S.BracketsuitableforoutdoorluminariesandmountedonOctagonalpoleusingnecessarybolts, nuts etc., complete. Single Arm Bracket with 1000 mm Standard 40/50 mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 1870.0 | 1870.0 | 80.0 | False | None | None | False | None | False | 149600.0 | 0 | | 4091496 | 159341 | None | 5.12 A | Providing and laying Dense Graded Bituminous Macadam with
120 TPH capacity HMP batch type using crushed aggregates of
specified grading, premixed with bituminous binder VG-30, @
4.5 per cent by weight of total mix and filler, transporting the
hot mix to work site, laying with mechanical paver finisher to
the required grade, level and alignment, rolling with smooth
wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MoRTH specification clause No. 505 complete
in all respects. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 10478.6 | 10478.6 | 215.68 | False | None | None | False | None | False | 2260024.448 | 0 | | 4091504 | 159341 | None | 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed
work, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer using structural steel etc. as required. In
gratings, frames, guard bar, ladder, railings, brackets, gates and similar
works including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-
Charge ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Kg | 149.6 | 149.6 | 450.0 | False | None | None | False | None | False | 67320.0 | 0 | | 4091503 | 159341 | None | 8.38.1 | Supplying, fixing and commissioning C.I Tamper proof Air valve
of approved make body and seat ring of bronze PN 1.6 conforming
to IS: 14845 of specified diameter with all fixtures including cost of
all materials, machinery, labour and all other anicillary operations
complete. 80 mm diameter valve with accessorries ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Set | 31889.0 | 31889.0 | 4.0 | False | None | None | False | None | False | 127556.0 | 0 | | 4091500 | 159341 | None | 5.48 | SupplyingandfixingMicroprocessorBasedAstronomicaltimerSwitch with using necessary bolts, nuts and washers. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 5327.3 | 5327.3 | 40.96 | False | None | None | False | None | False | 218206.208 | 0 | | 4091501 | 159341 | None | 5.3 (i) | Tack coat on Bituminous surface
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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 13.2 | 13.2 | 3921.5 | False | None | None | False | None | False | 51763.8 | 0 | | 4091502 | 159341 | None | 12.1 | 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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 151.8 | 151.8 | 25.2 | False | None | None | False | None | False | 3825.36 | 0 | | 4091507 | 159341 | None | 5.16 A | Providing and laying Bituminous Concrete with 120 TPH
capacity hot mix plant batch type using crushed aggregates of
specified grading, premixed with bituminous binder VG-30, @
5.4 per cent of mix and filler, transporting the hot mix to work
site, laying with mechanical paver finisher to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and
tandem rollers to achieve the desired compaction as per MORTH
specification clause No. 507 complete in all respects ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 12136.3 | 12136.3 | 117.64 | False | None | None | False | None | False | 1427714.332 | 0 | | 4091508 | 159341 | None | 5.17.1 | SupplyingandfixingregularMCCBdistributionPanelconfirmingtoIS/IEC61439-3andIK09testedasperIS/IEC62262withminimumIP43protectionprovidedwithPolyurethane(PUR)gasket,withsuitableearthingsystem,onwall/woodboard/flushmountingusingrequiredclA,bolts,nuts,etc.,withprovisionforfixingofsuitabletypecapacityMCCB'sasanincomerfor3phaseDoubledoorwithnecessarybusbarcompletelywiredtouseon440V3phase4wirepowdercoatedpaintingetc.,completewithaprovisionforfixingofsingle/threephasesuitablecapacityMCB'sasoutgoingsconfirmingtoIS/IEC 60898 - 2. 4 Way ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 11361.9 | 11361.9 | 1.0 | False | None | None | False | None | False | 11361.9 | 0 | | 4091505 | 159341 | None | 4.5.2 | Labour charges for making flanged joints including cost of jointing
materials comprising of rubber insertion, galvanised bolts and nuts
including giving hydraulic test to the required pressure as per ISS with
all lead & lift (contractor will make his own arrangement for procuring
water for testing) etc. complete Pipes and specials of dia 80mm. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 136.4 | 136.4 | 150.0 | False | None | None | False | None | False | 20460.0 | 0 | | 4091506 | 159341 | None | 3.3 | Providing casing embankment using semi-pervious / pervious
approved soil from borrow areas in layers of 250 to 300 mm (
before compaction ) including cost of all materials, machinery, labour,
all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning
edges / sides, watering, compacting each layer to density control of not
less than 95 percent or as stipulated using power roller and all other
ancillary operations complete. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 691.9 | 691.9 | 208.8 | False | None | None | False | None | False | 144468.72 | 0 | | 4091509 | 159341 | None | 16.3.7 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)
pipes NP-3 Class conforming to IS:458-1988 with latest amentments
using ordinary portland cement, for sanitary works and conveying
to work site, rolling and lowering into trenches, laying true to line
and level including loading and unloading at both destinations and
jointing of pipes and specials, perfect linking of joints with jack to
correct position including cost of jointing materials, i.e, rubber rings
conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as
directed and giving necessary hydraulic test as per ISS to the required
pressure and commissioning etc. complete. (Contractor will make his
own arrangements for procuring water for testing). Before the execution
of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 600 mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 3454.0 | 3454.0 | 52.5 | False | None | None | False | None | False | 181335.0 | 0 | | 4091512 | 159341 | None | 12.4 | 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. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 2944.7 | 2944.7 | 15.88 | False | None | None | False | None | False | 46761.836 | 0 | | 4091510 | 159341 | None | 8.6 A (ii) | Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made
of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 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:67:202290 cm equilateral triangle ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 5222.8 | 5222.8 | 2.0 | False | None | None | False | None | False | 10445.6 | 0 | | 4091513 | 159341 | None | 2.23.2 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete For sluice Valve of PN -10.0 and 80mm ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 11432.3 | 11432.3 | 2.0 | False | None | None | False | None | False | 22864.6 | 0 | | 4091514 | 159341 | None | 2.3.3 | Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 2.5 mm2 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 46.2 | 46.2 | 202.5 | False | None | None | False | None | False | 9355.5 | 0 | | 4091511 | 159341 | None | 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations and other similar works etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift upto 1.5 m. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 292.6 | 292.6 | 1161.33 | False | None | None | False | None | False | 339805.158 | 0 | | 4091515 | 159341 | None | 12.3 | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification Granular material ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 1284.8 | 1284.8 | 266.24 | False | None | None | False | None | False | 342065.152 | 0 | | 4091517 | 159341 | None | 13.39 | Supplying,fixing,wiring,earthelectrodeforgroundingconduits,I.C.cutoutsandotherequipment'sonthemeterboardusing40mmdia2.90mmthickGIpipe2.5mlongburiedinapit.Thepitshouldbefilledwithequalproportionofsaltandcharcoal150mmall-roundthepipetocompletedepth.Theconnectionfromthepipetotheconduitetc.,istobeestablishedthroughGIwireofsizeasperlSIspecification7.3.3.ofIS732using12mmdiabolts,nuts,washersandchecknutsetc., the pipe shall have 16 through holes of 12 mm dia ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Job | 4125.0 | 4125.0 | 1.0 | False | None | None | False | None | False | 4125.0 | 0 | | 4091516 | 159341 | None | 8.7 | Direction and Place Identification Signs upto 0.9 m2 Size
Board.
Providing and erecting direction and place identification retroreflectorised
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 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 9911.0 | 9911.0 | 4.5 | False | None | None | False | None | False | 44599.5 | 0 | | 4091518 | 159341 | None | 2.46 | Providing and fixing surface box of required dia. and size with synthetic
lid for valves or spindle rods. The surface box should be usable for 50 to
400mm dia. valves, PN 10 / 16 and will consist of lid, housing, locking
clip, notched bolt, cross bar, washer and torque nut etc. complete ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 3743.3 | 3743.3 | 2.0 | False | None | None | False | None | False | 7486.6 | 0 | | 4091519 | 159341 | None | 8.15 | 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. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 583.0 | 583.0 | 258.56 | False | None | None | False | None | False | 150740.48 | 0 | | 4091520 | 159341 | None | 82.05 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Km | 156026.0 | 156026.0 | 0.9 | False | None | None | False | None | False | 140423.4 | 0 | | 4091521 | 159341 | None | 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations and other similar works etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift upto 1.5 m. ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 292.6 | 292.6 | 510.13 | False | None | None | False | None | False | 149264.038 | 0 | | 4091522 | 159341 | None | 8.4 | Printing new letter and figures of any shade with synthetic
enamel paint black or any other approved colour to give an
even shade ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | cm | 0.99 | 0.99 | 1680.0 | False | None | None | False | None | False | 1663.2 | 0 |
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