| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1706087111000 | 0 | None | None | Roads | Improvements to road barked bilagi SH 124KM 194.40 to197.40 in devara hipparagi taluka of vijayapur district (proposed km 194.33 to 197.40) | 36442952.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2283956 | 67147 | None | Vol3 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. In area of light jungle ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 412.65 | 412.65 | 108.72 | False | None | None | False | None | False | 44863.308 | 0 | | 2283957 | 67147 | None | Vol3 144 16.8b | Construction of unlined surface drains of average cross-
sectional area 0.40 m2 in soil to specified lines, grades,
levels and dimensions. Excavated material to be used in
embankment with a lift upto 3m and lead of 50 m (average
lead 25 m) as per Technical Specification Clause 307. Mechanical Means ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 26.25 | 26.25 | 6000.0 | False | None | None | False | None | False | 157500.0 | 0 | | 2283958 | 67147 | None | Vol3 17 3.5 | Scarifying the existing bituminous road surface to a depth of
50 mm and disposal of scarified material by Mechanical Means
using Hydraulic excavator with in all lif ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 6.3 | 6.3 | 13288.0 | False | None | None | False | None | False | 83714.4 | 0 | | 2283959 | 67147 | None | Vol18 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 99.75 | 99.75 | 2893.16 | False | None | None | False | None | False | 288592.71 | 0 | | 2283960 | 67147 | None | Vol3 18 3.11 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 4.2 | 4.2 | 31981.8 | False | None | None | False | None | False | 134323.56 | 0 | | 2283961 | 67147 | None | Vol3 17 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 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 517.65 | 517.65 | 4670.72 | False | None | None | False | None | False | 2417798.208 | 0 | | 2283962 | 67147 | None | Vol3 23 4.1.A(v) | Granular Sub-Base
Plant Mix Method Construction of Granular Sub-Base of required grading as
per design mixing in a mechanical mix plant at OMC, carriage
of mixed Material to work site, spreading in uniform layers
with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete
as per clause 401 For Grading -V Material
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2611.35 | 2611.35 | 2203.38 | False | None | None | False | None | False | 5753796.363 | 0 | | 2283963 | 67147 | None | Vol3 26 4.17 | Wet Mix Macadam (Plant Mix Method) 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 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2686.95 | 2686.95 | 4152.5 | False | None | None | False | None | False | 11157559.875 | 0 | | 2283964 | 67147 | None | Vol3 31 5.1a | Providing and applying primer coat with SS1 grade Bitumen
Emulsion on prepared surface of granular base including
cleaning of road surface and spraying primer at the rate of 0.70
kg per m2 using mechanical means ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 43.05 | 43.05 | 16610.0 | False | None | None | False | None | False | 715060.5 | 0 | | 2283965 | 67147 | None | Vol3 31 5.4 (II) | Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.25 kg/m2
on
Granular Surface ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 14.7 | 14.7 | 16610.0 | False | None | None | False | None | False | 244167.0 | 0 | | 2283966 | 67147 | None | Vol3 33 5.13.C | Providing and laying Dense Graded Bituminous Macadam with
40/60 TPH capacity HMP using crushed aggregates of specified
grading, premixed with bituminous binder VG-40, @ 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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 10256.4 | 10256.4 | 830.5 | False | None | None | False | None | False | 8517940.2 | 0 | | 2283967 | 67147 | None | Vol3 33 5.17.C | Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH
capacity hot mix plant using crushed aggregates of specified
grading, premixed with bituminous binder VG-40, @ 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 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 11912.25 | 11912.25 | 498.3 | False | None | None | False | None | False | 5935874.175 | 0 | | 2283968 | 67147 | None | Vol3 67 8.16(ii) | Reinforced cement concrete M15grade kilometre stone
of standard design as per IRC:8-1980, fixing in position
including painting and printing etc Ordinary kilometer stone (precast) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 3073.35 | 3073.35 | 4.0 | False | None | None | False | None | False | 12293.4 | 0 | | 2283969 | 67147 | None | Vol3 67 8.16 (iii) | Reinforced cement concrete M15grade kilometre stone
of standard design as per IRC:8-1980, fixing in position
including painting and printing etc Ordinary kilometer stone (precast) 200 m stone (precast)
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 884.1 | 884.1 | 16.0 | False | None | None | False | None | False | 14145.6 | 0 | | 2283970 | 67147 | None | Vol3 65 8.7 | Providing and erecting direction and place identification
retro-reflectorised sign as per IRC:67:2012 made of high
intensity grade sheeting vide clause 801.3, fixed over
aluminium sheeting, 2 mm thick or Aluminium composite
material sheet with overall thickness of 4mm with area not
exceeding 0.9 m 2 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
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 9460.5 | 9460.5 | 4.5 | False | None | None | False | None | False | 42572.25 | 0 | | 2283971 | 67147 | None | Vol3 64 8.5(ii) | Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2012 made
of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. ( ii ) 90 cm equilateral triangle"
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 4918.2 | 4918.2 | 10.0 | False | None | None | False | None | False | 49182.0 | 0 | | 2283972 | 67147 | None | Vol3 67 8.15 | Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/
m 2 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
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 556.5 | 556.5 | 614.0 | False | None | None | False | None | False | 341691.0 | 0 | | 2283973 | 67147 | None | Vol-3 149 16.28 | Providing and constructing un-reinforced plain cement
concrete pavement, thickness as per design, over a prepared
sub base, with 43 grade cement or any other type as per
Clause 1501.2.2 M30 (Grade), coarse and fine aggregates
conforming to IS:383:2016:, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a concrete mixer
of not less than 0.2 cum capacity and appropriate weigh
batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron
thick polythene film, wedges, steel plates including levelling
the formwork as per drawing), spreading the concrete with
shovels, rakes, compacted using needle, screed and plate
vibrators and finished in continuous operation including
construction joints, primer, sealant, curing of concrete slabs
for 14-days, and water finishing to lines and grade as per
drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyance
of all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 7091.7 | 7091.7 | 75.0 | False | None | None | False | None | False | 531877.5 | 0 |
| | 1706087111000 | 0 | None | None | Roads | construction of CD work | 2444523.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2283974 | 67148 | None | vol 3 10 | 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 Rubble stone masonry in cement mortar.
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 640.5 | 640.5 | 64.79 | False | None | None | False | None | False | 41497.995 | 0 | | 2283975 | 67148 | None | Vol3 11 | Removing all type of Hume Pipes and Stacking including
Earthwork and Dismantling of Masonry Works. Above 600 mm to 900 mm dia
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 1150.8 | 1150.8 | 37.5 | False | None | None | False | None | False | 43155.0 | 0 | | 2283976 | 67148 | None | vo-1 8 | 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
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 107.1 | 107.1 | 150.0 | False | None | None | False | None | False | 16065.0 | 0 | | 2283977 | 67148 | None | vo-1 15 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6288.45 | 6288.45 | 20.64 | False | None | None | False | None | False | 129793.608 | 0 | | 2283978 | 67148 | None | vo-1 16 2.4.2 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates "
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6639.15 | 6639.15 | 189.46 | False | None | None | False | None | False | 1257853.359 | 0 | | 2283979 | 67148 | None | vo-1 16 | Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 331.95 | 331.95 | 189.46 | False | None | None | False | None | False | 62891.247 | 0 | | 2283980 | 67148 | None | vo 3 146 16.15 b | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 8355.9 | 8355.9 | 50.0 | False | None | None | False | None | False | 417795.0 | 0 | | 2283981 | 67148 | None | v-1 18 | Supplying, Fitting and Placing TMT Fe 550 & above
Reinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and Technical
Specifications.
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Tonne | 82961.55 | 82961.55 | 2.65 | False | None | None | False | None | False | 219848.1075 | 0 | | 2283982 | 67148 | None | vo 1 7 | Construction of Embankment by excavating the available approved ravel/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
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 497.7 | 497.7 | 513.61 | False | None | None | False | None | False | 255623.697 | 0 |
| | 1706087111000 | 0 | None | None | Roads | Annual maintenance | 577651.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2283983 | 67149 | None | Annual maintainence | Road maintenance for 3rd year for road with DBM + BC as wearing coat.
Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence."
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Km | 36230.0 | 36230.0 | 3.07 | False | None | None | False | None | False | 111226.1 | 0 | | 2283984 | 67149 | None | Annual maintainence | Road maintenance for 4th year for road with DBM + BC as wearing coat.
Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence."
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Per Km | 64240.0 | 64240.0 | 3.07 | False | None | None | False | None | False | 197216.8 | 0 | | 2283985 | 67149 | None | Annual maintainence | Road maintenance for 5th year for road with DBM + BC as wearing coat.
Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence."
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Per Km | 87690.0 | 87690.0 | 3.07 | False | None | None | False | None | False | 269208.3 | 0 |
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