| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1718880945000 | 1 | None | None | Roads | FLEXIBLE PAVEMENT (BT ROAD) | 39029895.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3318874 | 116128 | None | PWD SR VOL III 2023-24 (It.No.2.5, P.No 9) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer (A) In area of light jungle | Sqm | 412.65 | 412.65 | 140.7 | False | None | None | False | None | False | 58059.855 | 0 | | 3318875 | 116128 | None | PWD SR VOL III 2023-24 (It.No..5, P.No17) | 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 lifts and lead. | Sqm | 6.3 | 6.3 | 9045.0 | False | None | None | False | None | False | 56983.5 | 0 | | 3318876 | 116128 | None | PWD SR VOL III 2023-24 (Sl.No.3.7, P.No 17) | Compacting Original Ground
Compacting original ground supporting embankment
Loosening, leveling and Compacting original ground supporting embankment to facilitate
placement of first layer of embankment, carified to a depth of 150 mm, mixed with water at
OMC and then compacted by rolling so as to achieve minimum dry density as given in Table
300-2 for embankment construction. | Cum | 110.25 | 110.25 | 4522.5 | False | None | None | False | None | False | 498605.625 | 0 | | 3318877 | 116128 | None | PWD SR VOL III 2023-24 (It.No.16.8(B), P.No 144) | Surface Drains in Soil
Construction of unlined surface drains of average crosssectional 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 | m | 26.25 | 26.25 | 8040.0 | False | None | None | False | None | False | 211050.0 | 0 | | 3318878 | 116128 | None | PWD SR VOL III 2023-24 (Sl.No.3.6, P.No 17) | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 15075.0 | False | None | None | False | None | False | 7803573.75 | 0 | | 3318879 | 116128 | None | PWD SR VOL III 2023-24 (It.No.4.1, P.No 23) | Granular Sub-Base
A.Plant Mix Method
Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 2611.5 | 2611.5 | 3391.87 | False | None | None | False | None | False | 8857868.505 | 0 | | 3318880 | 116128 | None | PWD SR VOL III 2023-24 (It No 4.17 & P.No 26) | 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. | Cum | 2686.95 | 2686.95 | 3768.75 | False | None | None | False | None | False | 10126442.8125 | 0 | | 3318881 | 116128 | None | PWD SR VOL III 2023-24 (It No 5.1 & P.No 31) | Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including leaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. | Sqm | 43.05 | 43.05 | 15075.0 | False | None | None | False | None | False | 648978.75 | 0 | | 3318882 | 116128 | None | PWD SR VOL III 2023-24 (It No 5.6 (i)-C & P.No 32) | Bituminous Macadam Grading - I for traffic less 20 MSA Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | Cum | 7835.1 | 7835.1 | 753.75 | False | None | None | False | None | False | 5905706.625 | 0 | | 3318883 | 116128 | None | PWD SR VOL III 2023-24 (It No 5.3 & P.No 31) | 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 | Sqm | 12.6 | 12.6 | 15075.0 | False | None | None | False | None | False | 189945.0 | 0 | | 3318884 | 116128 | None | PWD SR VOL III 2023-24 (It No 5.31 & P.No 43) | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG 30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 10659.6 | 10659.6 | 376.88 | False | None | None | False | None | False | 4017390.048 | 0 | | 3318885 | 116128 | None | PWD SR VOL III 2023-24 (It No 8.6(iv) & P.No 64) | Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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 mmthickness 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. (iv) 60 cm equilateral triangle | Each | 3784.2 | 3784.2 | 12.0 | False | None | None | False | None | False | 45410.4 | 0 | | 3318886 | 116128 | None | PWD SR VOL III 2023-24 (It No 8.6(viii) & P.No 65) | Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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 mmthickness 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. (viii) 60 cm circular | Coil | 4566.45 | 4566.45 | 12.0 | False | None | None | False | None | False | 54797.4 | 0 | | 3318887 | 116128 | None | PWD SR VOL III 2023-24 (It.No.8.16(ii), P.No 67) | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) | Each | 3073.35 | 3073.35 | 4.0 | False | None | None | False | None | False | 12293.4 | 0 | | 3318888 | 116128 | None | PWD SR VOL III 2023-24 (It.No.8.16(iii), P.No 67) | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) | Each | 884.1 | 884.1 | 21.0 | False | None | None | False | None | False | 18566.1 | 0 | | 3318889 | 116128 | None | PWD SR VOL III 2023-24 (It No 8.18 & P.No 67) | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | Each | 785.4 | 785.4 | 80.0 | False | None | None | False | None | False | 62832.0 | 0 | | 3318890 | 116128 | None | PWD SR VOL III 2023-24 (It No 13.14 & P.No 123) | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. | Sqm | 88.2 | 88.2 | 51.2 | False | None | None | False | None | False | 4515.84 | 0 | | 3318891 | 116128 | None | PWD SR VOL III 2023-24 (It No 8.15 & P. No 67) | Road marking with hot applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 556.5 | 556.5 | 804.0 | False | None | None | False | None | False | 447426.0 | 0 | | 3318892 | 116128 | None | PWD SR VOL III 2023-24 (It No 8.54 & P.No 78) | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size. 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm,3.65 m longpainted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
| | 1718880945000 | 1 | None | None | Roads | ONE VENT PIPE CULVERT 1000mm DIA at Ch. 8.25km | 255565.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3318893 | 116129 | None | PWD CSR VOL I 2023-24 (It No .1.14.1 & P.No 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 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 107.1 | 107.1 | 14.88 | False | None | None | False | None | False | 1593.648 | 0 | | 3318894 | 116129 | None | PWD CSR VOL I 2023-24 (It No .1.8 & P.No 7) | 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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 497.7 | 497.7 | 42.55 | False | None | None | False | None | False | 21177.135 | 0 | | 3318895 | 116129 | None | PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) | 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6463.8 | 6463.8 | 2.99 | False | None | None | False | None | False | 19326.762 | 0 | | 3318896 | 116129 | None | PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) | 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- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6804.0 | 6804.0 | 14.54 | False | None | None | False | None | False | 98930.16 | 0 | | 3318897 | 116129 | None | PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) | Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | | 3318898 | 116129 | None | PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) | 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Tonne | 82961.55 | 82961.55 | 0.5 | False | None | None | False | None | False | 41480.775 | 0 | | 3318899 | 116129 | None | PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) | ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 714.42 | 714.42 | 14.54 | False | None | None | False | None | False | 10387.6668 | 0 |
| | 1718880945000 | 1 | None | None | Roads | ONE VENT PIPE CULVERT 1000mm Dia at Ch. 10.00km | 255565.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3318900 | 116130 | None | PWD CSR VOL I 2023-24 (It No .1.14.1 & P.No 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 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 107.1 | 107.1 | 14.88 | False | None | None | False | None | False | 1593.648 | 0 | | 3318901 | 116130 | None | PWD CSR VOL I 2023-24 (It No .1.8 & P.No 7) | 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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 497.7 | 497.7 | 42.55 | False | None | None | False | None | False | 21177.135 | 0 | | 3318902 | 116130 | None | PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) | 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6463.8 | 6463.8 | 2.99 | False | None | None | False | None | False | 19326.762 | 0 | | 3318903 | 116130 | None | PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) | 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- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6804.0 | 6804.0 | 14.54 | False | None | None | False | None | False | 98930.16 | 0 | | 3318904 | 116130 | None | PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) | Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | | 3318905 | 116130 | None | PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) | 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Tonne | 82961.55 | 82961.55 | 0.5 | False | None | None | False | None | False | 41480.775 | 0 | | 3318906 | 116130 | None | PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) | ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 714.42 | 714.42 | 14.54 | False | None | None | False | None | False | 10387.6668 | 0 |
| | 1718880945000 | 1 | None | None | Roads | ONE VENT PIPE CULVERT 1000mm Dia at Ch. 10.05km | 255565.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3318907 | 116131 | None | PWD CSR VOL I 2023-24 (It No .1.14.1 & P.No 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 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 107.1 | 107.1 | 14.88 | False | None | None | False | None | False | 1593.648 | 0 | | 3318908 | 116131 | None | PWD CSR VOL I 2023-24 (It No .1.8 & P.No 7) | 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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 497.7 | 497.7 | 42.55 | False | None | None | False | None | False | 21177.135 | 0 | | 3318909 | 116131 | None | PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) | 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6463.8 | 6463.8 | 2.99 | False | None | None | False | None | False | 19326.762 | 0 | | 3318910 | 116131 | None | PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) | 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- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6804.0 | 6804.0 | 14.54 | False | None | None | False | None | False | 98930.16 | 0 | | 3318911 | 116131 | None | PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) | Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | | 3318912 | 116131 | None | PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) | 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Tonne | 82961.55 | 82961.55 | 0.5 | False | None | None | False | None | False | 41480.775 | 0 | | 3318913 | 116131 | None | PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) | ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 714.42 | 714.42 | 14.54 | False | None | None | False | None | False | 10387.6668 | 0 |
| | 1718880945000 | 1 | None | None | Roads | CC ROAD FROM CH. 10.050KM TO 10.150KM | 1239652.57 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3318914 | 116132 | None | PWD SR VOL III 2023-24(It. No 2.5(ii) a P. No. 9) | 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. Mechanical Means using Dozer | 100 Sqm | 412.65 | 412.65 | 3.0 | False | None | None | False | None | False | 1237.95 | 0 | | 3318915 | 116132 | None | PWD CSR VOL I 2023-24 (It.No.1.8, P.No 7) | 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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 497.7 | 497.7 | 150.0 | False | None | None | False | None | False | 74655.0 | 0 | | 3318916 | 116132 | None | PWD SR VOL III 2023-24 (It.No. 3.7, P.No. 15) | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 110.25 | 110.25 | 112.5 | False | None | None | False | None | False | 12403.125 | 0 | | 3318917 | 116132 | None | PWD SR VOL III 2023-24 (It.No.3.6, P.No 17) | Construction of Subgrade and Earthen Shoulders
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 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 517.65 | 517.65 | 375.0 | False | None | None | False | None | False | 194118.75 | 0 | | 3318918 | 116132 | None | PWD SR VOL III 2023-24 ( It. No. 4.1(A) P.No. 23 ) | Granular Sub-Base
A.Plant Mix Method
Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material | Cum | 2611.35 | 2611.35 | 67.5 | False | None | None | False | None | False | 176266.125 | 0 | | 3318919 | 116132 | None | PWD SR VOL III 2023-24 (It.No.4.17, P.No 26) | 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. | Cum | 2686.95 | 2686.95 | 112.5 | False | None | None | False | None | False | 302281.875 | 0 | | 3318920 | 116132 | None | PWD SR VOL III 2023-24 (It. No.16.28, P.No 149) | CEMENT CONCRETE PAVEMENT
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, 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, equipment etc., complete. as per the directions of the Engineer-in-charge of the work | Cum | 7091.7 | 7091.7 | 67.5 | False | None | None | False | None | False | 478689.75 | 0 |
| | 1718881036000 | 0 | None | None | Roads | CONSTRUCTION OF BT ROAD FROM OOTY TO WANDALI IN DEODURGA TALUKA RAICHUR DISTRICT UNDER KKRDB (MICRO) FOR THE YEAR 2023 24 (WORKCODE RCH2316242537) | 41036244.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3318969 | 116134 | None | PWD SR VOL III 2023-24(It. No 2.5(ii) a P. No. 9) | 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. Mechanical Means using Dozer | 100 Sqm | 412.65 | 412.65 | 3.0 | False | None | None | False | None | False | 1237.95 | 0 | | 3318948 | 116134 | None | PWD CSR VOL I 2023-24 (It No .1.14.1 & P.No 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 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 107.1 | 107.1 | 14.88 | False | None | None | False | None | False | 1593.648 | 0 | | 3318955 | 116134 | None | PWD CSR VOL I 2023-24 (It No .1.14.1 & P.No 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 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 107.1 | 107.1 | 14.88 | False | None | None | False | None | False | 1593.648 | 0 | | 3318962 | 116134 | None | PWD CSR VOL I 2023-24 (It No .1.14.1 & P.No 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 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 107.1 | 107.1 | 14.88 | False | None | None | False | None | False | 1593.648 | 0 | | 3318929 | 116134 | None | PWD SR VOL III 2023-24 (It.No.2.5, P.No 9) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer (A) In area of light jungle | Sqm | 412.65 | 412.65 | 140.7 | False | None | None | False | None | False | 58059.855 | 0 | | 3318930 | 116134 | None | PWD SR VOL III 2023-24 (It.No..5, P.No17) | 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 lifts and lead. | Sqm | 6.3 | 6.3 | 9045.0 | False | None | None | False | None | False | 56983.5 | 0 | | 3318949 | 116134 | None | PWD CSR VOL I 2023-24 (It No .1.8 & P.No 7) | 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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 497.7 | 497.7 | 42.55 | False | None | None | False | None | False | 21177.135 | 0 | | 3318956 | 116134 | None | PWD CSR VOL I 2023-24 (It No .1.8 & P.No 7) | 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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 497.7 | 497.7 | 42.55 | False | None | None | False | None | False | 21177.135 | 0 | | 3318963 | 116134 | None | PWD CSR VOL I 2023-24 (It No .1.8 & P.No 7) | 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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 497.7 | 497.7 | 42.55 | False | None | None | False | None | False | 21177.135 | 0 | | 3318970 | 116134 | None | PWD CSR VOL I 2023-24 (It.No.1.8, P.No 7) | 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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 497.7 | 497.7 | 150.0 | False | None | None | False | None | False | 74655.0 | 0 | | 3318971 | 116134 | None | PWD SR VOL III 2023-24 (It.No. 3.7, P.No. 15) | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 110.25 | 110.25 | 112.5 | False | None | None | False | None | False | 12403.125 | 0 | | 3318964 | 116134 | None | PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) | 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6463.8 | 6463.8 | 2.99 | False | None | None | False | None | False | 19326.762 | 0 | | 3318957 | 116134 | None | PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) | 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6463.8 | 6463.8 | 2.99 | False | None | None | False | None | False | 19326.762 | 0 | | 3318931 | 116134 | None | PWD SR VOL III 2023-24 (Sl.No.3.7, P.No 17) | Compacting Original Ground
Compacting original ground supporting embankment
Loosening, leveling and Compacting original ground supporting embankment to facilitate
placement of first layer of embankment, carified to a depth of 150 mm, mixed with water at
OMC and then compacted by rolling so as to achieve minimum dry density as given in Table
300-2 for embankment construction. | Cum | 110.25 | 110.25 | 4522.5 | False | None | None | False | None | False | 498605.625 | 0 | | 3318950 | 116134 | None | PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) | 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6463.8 | 6463.8 | 2.99 | False | None | None | False | None | False | 19326.762 | 0 | | 3318951 | 116134 | None | PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) | 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- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6804.0 | 6804.0 | 14.54 | False | None | None | False | None | False | 98930.16 | 0 | | 3318958 | 116134 | None | PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) | 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- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6804.0 | 6804.0 | 14.54 | False | None | None | False | None | False | 98930.16 | 0 | | 3318965 | 116134 | None | PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) | 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- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 6804.0 | 6804.0 | 14.54 | False | None | None | False | None | False | 98930.16 | 0 | | 3318972 | 116134 | None | PWD SR VOL III 2023-24 (It.No.3.6, P.No 17) | Construction of Subgrade and Earthen Shoulders
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 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 517.65 | 517.65 | 375.0 | False | None | None | False | None | False | 194118.75 | 0 | | 3318932 | 116134 | None | PWD SR VOL III 2023-24 (It.No.16.8(B), P.No 144) | Surface Drains in Soil
Construction of unlined surface drains of average crosssectional 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 | m | 26.25 | 26.25 | 8040.0 | False | None | None | False | None | False | 211050.0 | 0 | | 3318952 | 116134 | None | PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) | Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | | 3318973 | 116134 | None | PWD SR VOL III 2023-24 ( It. No. 4.1(A) P.No. 23 ) | Granular Sub-Base
A.Plant Mix Method
Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material | Cum | 2611.35 | 2611.35 | 67.5 | False | None | None | False | None | False | 176266.125 | 0 | | 3318933 | 116134 | None | PWD SR VOL III 2023-24 (Sl.No.3.6, P.No 17) | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 15075.0 | False | None | None | False | None | False | 7803573.75 | 0 | | 3318959 | 116134 | None | PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) | Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | | 3318966 | 116134 | None | PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) | Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | | 3318960 | 116134 | None | PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) | 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Tonne | 82961.55 | 82961.55 | 0.5 | False | None | None | False | None | False | 41480.775 | 0 | | 3318934 | 116134 | None | PWD SR VOL III 2023-24 (It.No.4.1, P.No 23) | Granular Sub-Base
A.Plant Mix Method
Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 2611.5 | 2611.5 | 3391.87 | False | None | None | False | None | False | 8857868.505 | 0 | | 3318974 | 116134 | None | PWD SR VOL III 2023-24 (It.No.4.17, P.No 26) | 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. | Cum | 2686.95 | 2686.95 | 112.5 | False | None | None | False | None | False | 302281.875 | 0 | | 3318953 | 116134 | None | PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) | 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Tonne | 82961.55 | 82961.55 | 0.5 | False | None | None | False | None | False | 41480.775 | 0 | | 3318967 | 116134 | None | PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) | 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Tonne | 82961.55 | 82961.55 | 0.5 | False | None | None | False | None | False | 41480.775 | 0 | | 3318961 | 116134 | None | PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) | ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 714.42 | 714.42 | 14.54 | False | None | None | False | None | False | 10387.6668 | 0 | | 3318975 | 116134 | None | PWD SR VOL III 2023-24 (It. No.16.28, P.No 149) | CEMENT CONCRETE PAVEMENT
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, 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, equipment etc., complete. as per the directions of the Engineer-in-charge of the work | Cum | 7091.7 | 7091.7 | 67.5 | False | None | None | False | None | False | 478689.75 | 0 | | 3318935 | 116134 | None | PWD SR VOL III 2023-24 (It No 4.17 & P.No 26) | 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. | Cum | 2686.95 | 2686.95 | 3768.75 | False | None | None | False | None | False | 10126442.8125 | 0 | | 3318968 | 116134 | None | PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) | ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 714.42 | 714.42 | 14.54 | False | None | None | False | None | False | 10387.6668 | 0 | | 3318954 | 116134 | None | PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) | ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. | Cum | 714.42 | 714.42 | 14.54 | False | None | None | False | None | False | 10387.6668 | 0 | | 3318936 | 116134 | None | PWD SR VOL III 2023-24 (It No 5.1 & P.No 31) | Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including leaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. | Sqm | 43.05 | 43.05 | 15075.0 | False | None | None | False | None | False | 648978.75 | 0 | | 3318937 | 116134 | None | PWD SR VOL III 2023-24 (It No 5.6 (i)-C & P.No 32) | Bituminous Macadam Grading - I for traffic less 20 MSA Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | Cum | 7835.1 | 7835.1 | 753.75 | False | None | None | False | None | False | 5905706.625 | 0 | | 3318938 | 116134 | None | PWD SR VOL III 2023-24 (It No 5.3 & P.No 31) | 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 | Sqm | 12.6 | 12.6 | 15075.0 | False | None | None | False | None | False | 189945.0 | 0 | | 3318939 | 116134 | None | PWD SR VOL III 2023-24 (It No 5.31 & P.No 43) | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG 30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 10659.6 | 10659.6 | 376.88 | False | None | None | False | None | False | 4017390.048 | 0 | | 3318940 | 116134 | None | PWD SR VOL III 2023-24 (It No 8.6(iv) & P.No 64) | Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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 mmthickness 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. (iv) 60 cm equilateral triangle | Each | 3784.2 | 3784.2 | 12.0 | False | None | None | False | None | False | 45410.4 | 0 | | 3318941 | 116134 | None | PWD SR VOL III 2023-24 (It No 8.6(viii) & P.No 65) | Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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 mmthickness 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. (viii) 60 cm circular | Coil | 4566.45 | 4566.45 | 12.0 | False | None | None | False | None | False | 54797.4 | 0 | | 3318942 | 116134 | None | PWD SR VOL III 2023-24 (It.No.8.16(ii), P.No 67) | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) | Each | 3073.35 | 3073.35 | 4.0 | False | None | None | False | None | False | 12293.4 | 0 | | 3318943 | 116134 | None | PWD SR VOL III 2023-24 (It.No.8.16(iii), P.No 67) | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) | Each | 884.1 | 884.1 | 21.0 | False | None | None | False | None | False | 18566.1 | 0 | | 3318944 | 116134 | None | PWD SR VOL III 2023-24 (It No 8.18 & P.No 67) | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | Each | 785.4 | 785.4 | 80.0 | False | None | None | False | None | False | 62832.0 | 0 | | 3318945 | 116134 | None | PWD SR VOL III 2023-24 (It No 13.14 & P.No 123) | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. | Sqm | 88.2 | 88.2 | 51.2 | False | None | None | False | None | False | 4515.84 | 0 | | 3318946 | 116134 | None | PWD SR VOL III 2023-24 (It No 8.15 & P. No 67) | Road marking with hot applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 556.5 | 556.5 | 804.0 | False | None | None | False | None | False | 447426.0 | 0 | | 3318947 | 116134 | None | PWD SR VOL III 2023-24 (It No 8.54 & P.No 78) | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size. 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm,3.65 m longpainted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
|
|
|---|