| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1707481030000 | 0 | None | None | Roads | IMPROVEMENTS TO THE ROAD CONNECTING NEW BUS DEPOT TO NH-4 IN KITTUR TOWN OF BELAGAVI DISTRICT.Construction of Bituminous Road, Pavers & Median) | 9563409.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2535970 | 77561 | None | 2.5 (ii) b | Clearing and Grubbing Road Land: 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 thicknes. [I.No.-2.5 (ii) b / Page-9 of PWD SR (Vol. 3) 2023-24] | Sqm | 484.0 | 484.0 | 12.21 | False | None | None | False | None | False | 5909.64 | 0 | | 2535971 | 77561 | 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] | Cum | 102.0 | 102.0 | 3525.56 | False | None | None | False | None | False | 359607.12 | 0 | | 2535972 | 77561 | None | 1.7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction (Royalty shall be recovered @ Rs. 60.00/m3). [I.No.- 1.7/ Page- 7 of PWD SR (Vol. 1) 2023-24] | Cum | 119.0 | 119.0 | 127.84 | False | None | None | False | None | False | 15212.96 | 0 | | 2535973 | 77561 | None | 1.1 (b) | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/ Moorum. (Tipper 10 m3)[I.No.- 1.1 (b)/ Page- 5 of PWD SR(Vol. 3) 2023-24] | Cum | 119.0 | 119.0 | 706.34 | False | None | None | False | None | False | 84054.46 | 0 | | 2535974 | 77561 | None | 3.6 | 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 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24] | Cum | 493.0 | 493.0 | 858.75 | False | None | None | False | None | False | 423363.75 | 0 | | 2535975 | 77561 | None | 4.2 B (v) | Granular Sub-Base By Mix in Place Method: 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 401[I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] | Cum | 2359.0 | 2359.0 | 604.0 | False | None | None | False | None | False | 1424836.0 | 0 | | 2535976 | 77561 | None | 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 rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3) 2021-22] | Cum | 2559.0 | 2559.0 | 755.01 | False | None | None | False | None | False | 1932070.59 | 0 | | 2535977 | 77561 | None | 5.1 A | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24] | Sqm | 41.0 | 41.0 | 2772.5 | False | None | None | False | None | False | 113672.5 | 0 | | 2535978 | 77561 | 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[I.No.-5.3 (i) / Page- 31 of PWD SR (Vol. 3) 2023-24] | Sqm | 12.0 | 12.0 | 2772.5 | False | None | None | False | None | False | 33270.0 | 0 | | 2535979 | 77561 | None | 5.12 C | Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA: Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP 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. [I.No.-5.12 C / Page- 35 of PWD SR (Vol. 3) 2023-24] | Cum | 9449.0 | 9449.0 | 138.63 | False | None | None | False | None | False | 1309914.87 | 0 | | 2535980 | 77561 | None | 5.16 C | Bituminous Concrete Grading II for traffic less than 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-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 [I.No.-5.16 C / Page- 38 of PWD SR (Vol. 3) 2023-24] | Cum | 10954.0 | 10954.0 | 83.17 | False | None | None | False | None | False | 911044.18 | 0 | | 2535981 | 77561 | None | 6.8.2 | Precast Cement Concrete interlocking Blocks: Providing and laying 80mm thick factory made precast M-30 grade Cement Concrete Paver Block as per IRC SP 63/2018 and IS 15658 for Commercial Traffic Axle load repetitions up to 10MSA and for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in charge WMM/WBM Base to be paid separately as per relevant technical specification [I.No.-6.8.2/Page-51 of PWD SR (Vol.3) 2023-24] | Sqm | 1161.0 | 1161.0 | 247.5 | False | None | None | False | None | False | 287347.5 | 0 | | 2535982 | 77561 | None | 2.1.6 | 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 Using 20 mm nominal size graded crushed coarse aggregates [I.No.-2.1.6/ Page- 15 of PWD SR (Vol. 3) 2023-24] | Cum | 6243.0 | 6243.0 | 1.86 | False | None | None | False | None | False | 11611.98 | 0 | | 2535983 | 77561 | None | 8.42.7 | Kerb Stones: Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 300 x 150 mm size [I.No.-8.42.7 / Page-74 of PWD SR (Vol. 3) 2023-24] | m | 376.0 | 376.0 | 300.0 | False | None | None | False | None | False | 112800.0 | 0 | | 2535984 | 77561 | None | 8.10 | Painting Two Coats on New Concrete Surface: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces [I.No.-8.10 / Page-66 of PWD SR (Vol. 3) 2023-24] | Sqm | 109.0 | 109.0 | 45.0 | False | None | None | False | None | False | 4905.0 | 0 | | 2535985 | 77561 | None | 8.6 (iv) | 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 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. 60 cm equilateral triangle[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24] | Each | 3604.0 | 3604.0 | 1.0 | False | None | None | False | None | False | 3604.0 | 0 | | 2535986 | 77561 | None | 8.6 (viii) | 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 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. 60 cm circular[I.No.-8.6 (viii) / Page- 65 of PWD SR (Vol. 3) 2023-24] | Each | 4349.0 | 4349.0 | 1.0 | False | None | None | False | None | False | 4349.0 | 0 | | 2535987 | 77561 | None | 8.7 | Direction and Place Identification Signs upto 0.9 m2 Size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 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.[I.No.-8.7 / Page-65 of PWD SR (Vol. 3) 2023-24] | Sqm | 9010.0 | 9010.0 | 0.9 | False | None | None | False | None | False | 8109.0 | 0 | | 2535988 | 77561 | None | 8.15 | Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] | Sqm | 530.0 | 530.0 | 133.5 | False | None | None | False | None | False | 70755.0 | 0 | | 2535989 | 77561 | None | 8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] | Each | 365.0 | 365.0 | 40.0 | False | None | None | False | None | False | 14600.0 | 0 | | 2535990 | 77561 | 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] | Cum | 102.0 | 102.0 | 13.07 | False | None | None | False | None | False | 1333.14 | 0 | | 2535991 | 77561 | None | 2.1.3 | 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [I.No.-2.1.3 / Page-15 of PWD SR (Vol. 1) 2023-24] | Cum | 5989.0 | 5989.0 | 1.61 | False | None | None | False | None | False | 9642.29 | 0 | | 2535992 | 77561 | None | 2.3.1 | 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 necesary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [I.No.-2.3.1 / Page- 16 of PWD SR (Vol. 1) 2023-24] | Cum | 6323.0 | 6323.0 | 0.67 | False | None | None | False | None | False | 4236.41 | 0 | | 2535993 | 77561 | None | 2.3.1 | Formwork for providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [I.No.-2.3.1 / Page- 16 of PWD SR (Vol. 1) 2023-24] | Cum | 505.84 | 505.84 | 0.67 | False | None | None | False | None | False | 338.9128 | 0 | | 2535994 | 77561 | 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[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24] | Tonne | 79011.0 | 79011.0 | 0.013 | False | None | None | False | None | False | 1027.143 | 0 | | 2535995 | 77561 | None | 16.15 | 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.[I.No.- 16.15 (b)/ Page- 146 of PWD SR (Vol. 3) 2023-24] | Mtr | 3335.0 | 3335.0 | 20.0 | False | None | None | False | None | False | 66700.0 | 0 | | 2535996 | 77561 | 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] | Cum | 102.0 | 102.0 | 266.6 | False | None | None | False | None | False | 27193.2 | 0 | | 2535997 | 77561 | None | 2.1.3 | 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 , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24] | Cum | 5989.0 | 5989.0 | 31.36 | False | None | None | False | None | False | 187815.04 | 0 | | 2535998 | 77561 | 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 ancillary operations complete as per drawing and technical specification[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24] | Tonne | 79011.0 | 79011.0 | 5.63 | False | None | None | False | None | False | 444831.93 | 0 | | 2535999 | 77561 | None | 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] | Cum | 6323.0 | 6323.0 | 116.26 | False | None | None | False | None | False | 735111.98 | 0 | | 2536000 | 77561 | None | 2.4.2 | Formwork for Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] | Cum | 316.15 | 316.15 | 47.05 | False | None | None | False | None | False | 14874.8575 | 0 | | 2536001 | 77561 | None | 2.4.2 | Formwork for Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] | Cum | 2213.05 | 2213.05 | 62.73 | False | None | None | False | None | False | 138824.6265 | 0 | | 2536002 | 77561 | None | 2.4.2 | Formwork for Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] | Cum | 1264.6 | 1264.6 | 3.78 | False | None | None | False | None | False | 4780.188 | 0 | | 2536003 | 77561 | 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. [I.No.- 1.8/ Page- 7 of PWD SR (Vol. 1) 2023-24] | Cum | 474.0 | 474.0 | 33.03 | False | None | None | False | None | False | 15656.22 | 0 | | 2536004 | 77561 | None | 17.12 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. [I.No.- 17.12/ Page- 176 of PWD SR (Vol. 2) 2023-24] | Sqm | 928.0 | 928.0 | 264.6 | False | None | None | False | None | False | 245548.8 | 0 | | 2536005 | 77561 | None | 12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications [I.No.- 12.2/ Page- 117 of PWD SR (Vol. 3) 2023-24] | m | 239.0 | 239.0 | 348.5 | False | None | None | False | None | False | 83291.5 | 0 | | 2536006 | 77561 | None | 11.34B | Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.[I.No.- 11.34B/ Page- 85 of PWD SR (Vol. 2) 2023-24] | Kg | 183.0 | 183.0 | 349.65 | False | None | None | False | None | False | 63985.95 | 0 | | 2536007 | 77561 | None | 14.4A | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications[I.No.- 14.4 A/ Page- 129 of PWD SR (Vol. 3) 2023-24] | Cum | 1912.0 | 1912.0 | 202.5 | False | None | None | False | None | False | 387180.0 | 0 |
| | 1707481030000 | 0 | None | None | Roads | IMPROVEMENTS TO THE ROAD CONNECTING NEW BUS DEPOT TO NH-4 IN KITTUR TOWN OF BELAGAVI DISTRICT (5054 MDR Improvements for the year 2023-24)(Providing & Fixing Street Light AT Median) | 2230379.28 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2536008 | 77562 | None | AR1 | Decorative Median light poles fabricating supplying and erection of 10 Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S 355 JO steel plate for shft IS 2062 for base plate with door opening arrangements, including suitable boards, bakelite sheet and MCB'S as per IS specifications suitable to withstand the wind speed of 47m/ sec for Mtrs pole in double / Single section and single joint welded as per IS 9595/IS10178AWS having two nos of 11-12 mtr length pole with dimensions bottom 190mm, top 60 mm with 3mm thick The pole should be painted aesthetically using good quality Dupont paint. The centre pole having dimensions of 165 mm OD 3.00 mtr langth 2.4mm thick with perforation for the length of 1000mm inserted with color changing LED tube inside should he painted with good quality Dupont paint and stainless steel ball should be painted with good quality Dupoint paint and stainless steel ball should be placed on top Suitable base plate and 6 Nos of m-24 long J Bolts along with template and the pole shall be hot lip galvanized in single dipping with not less than 65 micron as per ASTM-A 123 and 153 etc., The pole height may be varied at bridge section. The pole should be as shown in attached picture | Each | 97000.0 | 97000.0 | 12.0 | False | None | None | False | None | False | 1164000.0 | 0 | | 2536009 | 77562 | None | 11.8.4 | Supply of LED Streetlight luminaire with pressure die cast aluminum housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70 percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP-66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to greater than Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency greater than 130lm/w, nominal CRI greater than 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001-2008 . Housing with supplier word mark/name shall be Engraved/Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumil eds/Osram make LED Source-LED Streetlight 90w | No | 14705.0 | 14705.0 | 24.0 | False | None | None | False | None | False | 352920.0 | 0 | | 2536010 | 77562 | None | 13.5 | Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole/wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. | Each | 162.0 | 162.0 | 24.0 | False | None | None | False | None | False | 3888.0 | 0 | | 2536011 | 77562 | None | 32.05 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5 percent and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm)-For 4 Panel Box
| Km | 141842.0 | 141842.0 | 0.36 | False | None | None | False | None | False | 51063.12 | 0 | | 2536012 | 77562 | None | 32.07 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) For 4 Panel Box | Km | 139549.0 | 139549.0 | 0.4 | False | None | None | False | None | False | 55819.6 | 0 | | 2536013 | 77562 | None | 9.1.1 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest amendments 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. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :HDPE Grade PE80-PN6.0, 63mm dia-For 8 Poles
| Mtr | 189.0 | 189.0 | 300.0 | False | None | None | False | None | False | 56700.0 | 0 | | 2536014 | 77562 | None | 2.5.8 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C X 2.5 Sq.mm- | Mtr | 113.0 | 113.0 | 324.0 | False | None | None | False | None | False | 36612.0 | 0 | | 2536015 | 77562 | None | 2.3.5 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 6 sqmm | Mtr | 92.0 | 92.0 | 80.0 | False | None | None | False | None | False | 7360.0 | 0 | | 2536016 | 77562 | None | 21.05 | Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm | Km | 20886.0 | 20886.0 | 0.76 | False | None | None | False | None | False | 15873.36 | 0 | | 2536017 | 77562 | None | 60.02 | Aluminium End Terminal (Lug) - 16 sqmm
| No | 2.0 | 2.0 | 96.0 | False | None | None | False | None | False | 192.0 | 0 | | 2536018 | 77562 | None | 60.03 | Aluminium End Terminal (Lug) - 25 sqmm
| No | 3.0 | 3.0 | 32.0 | False | None | None | False | None | False | 96.0 | 0 | | 2536019 | 77562 | None | 13.39 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. | Job | 3750.0 | 3750.0 | 8.0 | False | None | None | False | None | False | 30000.0 | 0 | | 2536020 | 77562 | None | 8.02 | Guy Wire and GI wire - 8 SWG GI Wire (4.064 mm Dia) Std Wt : 131KG/KM | MT | 75040.0 | 75040.0 | 0.1703 | False | None | None | False | None | False | 12779.312 | 0 | | 2536021 | 77562 | None | 1.6.1 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. 1.6.1 In all kinds of soils. Depth upto 1.50m | cm | 484.0 | 484.0 | 300.0 | False | None | None | False | None | False | 145200.0 | 0 | | 2536022 | 77562 | 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 1.14.1 In all kinds of soils Depth upto 3 m | Cum | 102.0 | 102.0 | 6.75 | False | None | None | False | None | False | 688.5 | 0 | | 2536023 | 77562 | None | 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 1.01 | False | None | None | False | None | False | 6048.89 | 0 | | 2536024 | 77562 | None | 2.3.1 | 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.-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6323.0 | 6323.0 | 5.18 | False | None | None | False | None | False | 32753.14 | 0 | | 2536025 | 77562 | None | 2.11A | 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. for foundation | Tonne | 89457.0 | 89457.0 | 0.48 | False | None | None | False | None | False | 42939.36 | 0 | | 2536026 | 77562 | None | 5.42.1 | Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG | Sq CM | 0.5 | 0.5 | 91200.0 | False | None | None | False | None | False | 45600.0 | 0 | | 2536027 | 77562 | None | 5.41.2 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm | Mtr | 395.0 | 395.0 | 40.0 | False | None | None | False | None | False | 15800.0 | 0 | | 2536028 | 77562 | None | 5.38 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. | Each | 515.0 | 515.0 | 12.0 | False | None | None | False | None | False | 6180.0 | 0 | | 2536029 | 77562 | None | 5.18.9 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 50-63 A TPN | Each | 3088.0 | 3088.0 | 8.0 | False | None | None | False | None | False | 24704.0 | 0 | | 2536030 | 77562 | None | 5.18.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps SP | Each | 415.0 | 415.0 | 12.0 | False | None | None | False | None | False | 4980.0 | 0 | | 2536031 | 77562 | None | 5.40.1 | Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips | Mtr | 2465.0 | 2465.0 | 6.0 | False | None | None | False | None | False | 14790.0 | 0 | | 2536032 | 77562 | None | 5.14.5 | Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947 - 100 to 125 A | Each | 10141.0 | 10141.0 | 8.0 | False | None | None | False | None | False | 81128.0 | 0 | | 2536033 | 77562 | None | 5.48 | Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. | Each | 4843.0 | 4843.0 | 4.0 | False | None | None | False | None | False | 19372.0 | 0 | | 2536034 | 77562 | None | 5.7.2 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 32Amps
| Each | 241.0 | 241.0 | 12.0 | False | None | None | False | None | False | 2892.0 | 0 |
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