| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1720417728000 | 0 | None | None | Roads | Construction of CC road from Shushilanagara - Ramagadha to Ghoshala (VR) in Sandur taluk, from ch 0.00 to 14.10 Km (CC road Actual Length - 15.560 Km) Ballari District | 492926293.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3474559 | 124137 | None | Item No.8.8 Pg.No 65 Vol - 3 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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
---- 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-in-charge for finished item of work. | Sqm | 10187.1 | 10187.1 | 4.8 | False | None | None | False | None | False | 48898.08 | 0 | | 3474560 | 124137 | None | Item No.2.5 (II) (A) Pg.No 9 Vol - 3 | KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof 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 complete as per specifications . II. By Mechanical Means:A. In area of light jungle. MORTH Specification No. 201 - Including cost and conveyance of all materials. labour, hire charges of machinaries and equipments with all lead and lifts, loading and unloading charges etc. complete as directed as per the specification and direction of Engineer-in-charge of the work ---- 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-in-charge for finished item of work. | 100 Sqm | 412.65 | 412.65 | 440.16 | False | None | None | False | None | False | 181632.024 | 0 | | 3474561 | 124137 | None | Item No.1.14.2 Pg.No 8 Vol - 1 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work Depth 3 m to 6 m
---- 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-in-charge for finished item of work. | Cum | 122.85 | 122.85 | 125515.06 | False | None | None | False | None | False | 15419525.121 | 0 | | 3474562 | 124137 | None | Item No.1.21.2 303 Pg.No10 Vol-1 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (requiring blasting) Depth exceding 1.5m but not exceding 3m
---- 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-in-charge for finished item of work. | Cum | 789.6 | 789.6 | 1375.0 | False | None | None | False | None | False | 1085700.0 | 0 | | 3474563 | 124137 | None | Item No.2.19 Pg.No 12 Vol-3 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately
---- 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-in-charge for finished item of work. | Cum | 591.15 | 591.15 | 420.0 | False | None | None | False | None | False | 248283.0 | 0 | | 3474564 | 124137 | None | Item No.3.7 Pg.No17 Vol-3 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
---- 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-in-charge for finished item of work. | Cum | 110.25 | 110.25 | 19501.97 | False | None | None | False | None | False | 2150092.1925 | 0 | | 3474565 | 124137 | None | Item No.1.7 Pg.No 7 Vol - 1 | 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)
---- 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-in-charge for finished item of work. | Cum | 124.95 | 124.95 | 35049.14 | False | None | None | False | None | False | 4379390.043 | 0 | | 3474566 | 124137 | None | Item No.14.4 (A) Pg.No 129 Vol - 3 | 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.Stone/Boulder
---- 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-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 16987.39 | False | None | None | False | None | False | 34103884.164 | 0 | | 3474567 | 124137 | None | Item No.4.2 (A) Pg.No 23 Vol - 3 | 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( By Mix in Place Method)
---- 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-in-charge for finished item of work. | Cum | 2636.55 | 2636.55 | 13246.65 | False | None | None | False | None | False | 34925455.0575 | 0 | | 3474568 | 124137 | None | Item No.6.1 Pg.No 49 Vol - 3 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.
---- 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-in-charge for finished item of work. | Cum | 5166.0 | 5166.0 | 15720.24 | False | None | None | False | None | False | 81210759.84 | 0 | | 3474569 | 124137 | None | Item No.6.2.1 Pg.No 49 Vol - 3 | Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing- OPC @ 420 kg/m3
---- 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-in-charge for finished item of work. | Cum | 9514.05 | 9514.05 | 30277.52 | False | None | None | False | None | False | 288061839.156 | 0 | | 3474570 | 124137 | None | Item No.14.4 (A) Pg.No 129 Vol - 3 | 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.Stone/Boulder
---- 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-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 1000.0 | False | None | None | False | None | False | 2007600.0 | 0 | | 3474571 | 124137 | None | Item No.4.2 (A) Pg.No 23 Vol - 3 | 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( By Mix in Place Method)
Grade-V ---- 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-in-charge for finished item of work. | Cum | 2611.35 | 2611.35 | 11144.9 | False | None | None | False | None | False | 29103234.615 | 0 |
| | 1720417728000 | 0 | None | None | Roads | New Construction of 20 nos of Box Cell Culvert (2.0 m X 2.0 m - 1 Vent) at Chainage Ch. 3.540, 4.370, 4.440, 4.490, 4.580, 4.660, 6.510,7.930, 8.310, 8.710, 8.910, 9.000, 9.050, 9.450, 9.490, 10.200, 10.300, 10.510, 12.060 & 12.680 from Shushilanagara - Ramagadha to Ghoshala (VR) in Sandur taluk, from ch 0.00 to 14.10 Km (CC road Actual Length - 15.560 Km) Ballari District | 36189254.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3474572 | 124138 | None | Item No.1.14.1 Pg.No 8 Vol - 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m
---- 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-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 2092.77 | False | None | None | False | None | False | 224135.667 | 0 | | 3474573 | 124138 | None | Item No.1.23 Pg.No 11 Vol - 1 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.
---- 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-in-charge for finished item of work. | Cum | 2816.1 | 2816.1 | 326.48 | False | None | None | False | None | False | 919400.328 | 0 | | 3474574 | 124138 | None | Item No.2.1.3 Pg.No 15 Vol - 1 | 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
---- 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-in-charge for finished item of work. | Cum | 7546.14 | 7546.14 | 181.67 | False | None | None | False | None | False | 1370907.2538 | 0 | | 3474575 | 124138 | None | Item No. 2.11 C Pg.No 18 Vol - 1 | 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 (c) Sub-Structure
---- 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-in-charge for finished item of work. | MT | 90754.65 | 90754.65 | 70.25 | False | None | None | False | None | False | 6375514.1625 | 0 | | 3474576 | 124138 | None | Item No.2.4.3 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 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-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 612.36 | False | None | None | False | None | False | 4073908.608 | 0 | | 3474577 | 124138 | None | Item No.2.4.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 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-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 389.38 | False | None | None | False | None | False | 2585152.227 | 0 | | 3474578 | 124138 | None | Item No.2.5.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 214.12 | False | None | None | False | None | False | 1538484.318 | 0 | | 3474579 | 124138 | None | Item No.2.4.1 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 55.2 | False | None | None | False | None | False | 371175.84 | 0 | | 3474580 | 124138 | None | Item No.14.1.a Pg.No 129 Vol - 3 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.
---- 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-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 34.65 | False | None | None | False | None | False | 69563.34 | 0 | | 3474581 | 124138 | None | Item No.13.2 Pg.No 121 Vol - 3 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
---- 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-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 42.29 | False | None | None | False | None | False | 620375.2695 | 0 | | 3474582 | 124138 | None | Item No.8.10 Pg.No 66 Vol - 3 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
---- 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-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 192.8 | False | None | None | False | None | False | 22065.96 | 0 | | 3474583 | 124138 | None | Item No.14.4 A Pg.No 129 Vol - 3 | 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.Stone/Boulder
---- 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-in-charge for finished item of work. | Sqm | 2007.6 | 2007.6 | 8000.0 | False | None | None | False | None | False | 16060800.0 | 0 | | 3474584 | 124138 | None | Item No.1.7 Pg.No 7 Vol - 1 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structuresgraded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) 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
---- 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-in-charge for finished item of work. | Cum | 124.95 | 124.95 | 960.0 | False | None | None | False | None | False | 119952.0 | 0 | | 3474585 | 124138 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 1330.56 | 1330.56 | 612.36 | False | None | None | False | None | False | 814781.7216 | 0 | | 3474586 | 124138 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 1327.83 | 1327.83 | 389.38 | False | None | None | False | None | False | 517030.4454 | 0 | | 3474587 | 124138 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 1437.03 | 1437.03 | 214.12 | False | None | None | False | None | False | 307696.8636 | 0 | | 3474588 | 124138 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 1344.84 | 1344.84 | 55.2 | False | None | None | False | None | False | 74235.168 | 0 | | 3474589 | 124138 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 2933.91 | 2933.91 | 42.29 | False | None | None | False | None | False | 124075.0539 | 0 |
| | 1720417728000 | 0 | None | None | Roads | Reconstruction of 7 nos of Box Cell Culvert (2.0 m X 2.0 m - 1 Vent) at Ch. 0.660(Skew), 6.760, 7.320, 8.130, 9.840, 10.390 & 12.380 from Shushilanagara - Ramagadha to Ghoshala (VR) in Sandur taluk, from ch 0.00 to 14.10 Km (CC road Actual Length - 15.560 Km) Ballari District | 12781498.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3474590 | 124139 | None | Item No.2.8 (ii) Pg.No 10 Vol - 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - By Mechanical Means (a) Cement Concrete Grade M-15 & M-20
---- 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-in-charge for finished item of work. | Cum | 754.95 | 754.95 | 10.5 | False | None | None | False | None | False | 7926.975 | 0 | | 3474591 | 124139 | None | Item No.2.10 (iv) B Pg.No 10 Vol - 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead-By Manual means (b) Rubble stone masonry in cement mortar.
---- 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-in-charge for finished item of work. | Cum | 640.5 | 640.5 | 22.05 | False | None | None | False | None | False | 14123.025 | 0 | | 3474592 | 124139 | None | Item No.2.17 (ix) C Pg.No 11 Vol - 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead-Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.(Above 900 mm)
---- 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-in-charge for finished item of work. | m | 1442.7 | 1442.7 | 70.0 | False | None | None | False | None | False | 100989.0 | 0 | | 3474593 | 124139 | None | Item No.1.14.1 Pg.No 8 Vol - 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m
---- 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-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 732.48 | False | None | None | False | None | False | 78448.608 | 0 | | 3474594 | 124139 | None | Item No.1.23 Pg.No 11 Vol - 1 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.
---- 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-in-charge for finished item of work. | Cum | 2816.1 | 2816.1 | 114.27 | False | None | None | False | None | False | 321795.747 | 0 | | 3474595 | 124139 | None | Item No.2.1.3 Pg.No 15 Vol - 1 | 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
---- 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-in-charge for finished item of work. | Cum | 7546.14 | 7546.14 | 63.59 | False | None | None | False | None | False | 479859.0426 | 0 | | 3474596 | 124139 | None | Item No. 2.11 C Pg.No 18 Vol - 1 | 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 (c) Sub-Structure
---- 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-in-charge for finished item of work. | MT | 90754.65 | 90754.65 | 24.59 | False | None | None | False | None | False | 2231656.8435 | 0 | | 3474597 | 124139 | None | Item No.2.4.3 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 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-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 214.33 | False | None | None | False | None | False | 1425894.624 | 0 | | 3474598 | 124139 | None | Item No.2.4.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 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-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 136.28 | False | None | None | False | None | False | 904783.362 | 0 | | 3474599 | 124139 | None | Item No.2.5.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 74.95 | False | None | None | False | None | False | 538526.9925 | 0 | | 3474600 | 124139 | None | Item No.2.4.1 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 19.32 | False | None | None | False | None | False | 129911.544 | 0 | | 3474601 | 124139 | None | Item No.14.1.a Pg.No 129 Vol - 3 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.
---- 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-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 8.09 | False | None | None | False | None | False | 16241.484 | 0 | | 3474602 | 124139 | None | Item No.13.2 Pg.No 121 Vol - 3 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
---- 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-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 14.8 | False | None | None | False | None | False | 217109.34 | 0 | | 3474603 | 124139 | None | Item No.8.10 Pg.No 66 Vol - 3 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
---- 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-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 67.48 | False | None | None | False | None | False | 7723.086 | 0 | | 3474604 | 124139 | None | Item No.14.4 A Pg.No 129 Vol - 3 | 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.Stone/Boulder
---- 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-in-charge for finished item of work. | Sqm | 2007.6 | 2007.6 | 2800.0 | False | None | None | False | None | False | 5621280.0 | 0 | | 3474605 | 124139 | None | Item No.1.7 Pg.No 7 Vol - 1 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structuresgraded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) 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
---- 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-in-charge for finished item of work. | Cum | 124.95 | 124.95 | 336.0 | False | None | None | False | None | False | 41983.2 | 0 | | 3474606 | 124139 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 1330.56 | 1330.56 | 214.33 | False | None | None | False | None | False | 285178.9248 | 0 | | 3474607 | 124139 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I" Vide Item no 9
---- 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-in-charge for finished item of work. | Cum | 1327.83 | 1327.83 | 136.28 | False | None | None | False | None | False | 180956.6724 | 0 | | 3474608 | 124139 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 1437.03 | 1437.03 | 74.95 | False | None | None | False | None | False | 107705.3985 | 0 | | 3474609 | 124139 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 1344.84 | 1344.84 | 19.32 | False | None | None | False | None | False | 25982.3088 | 0 | | 3474610 | 124139 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 2933.91 | 2933.91 | 14.8 | False | None | None | False | None | False | 43421.868 | 0 |
| | 1720417728000 | 0 | None | None | Roads | Reconstruction of 2 nos Box Cell Culvert (2.0 m X 2.0 m - 2 Vent) at Ch. 11.460 and 11.910 from Shushilanagara - Ramagadha to Ghoshala (VR) in Sandur taluk, from ch 0.00 to 14.10 Km (CC road Actual Length - 15.560 Km) Ballari District | 4706914.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3474611 | 124140 | None | Item No.2.8 (ii) Pg.No 10 Vol - 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - By Mechanical Means (a) Cement Concrete Grade M-15 & M-20
---- 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-in-charge for finished item of work. | Cum | 754.95 | 754.95 | 3.0 | False | None | None | False | None | False | 2264.85 | 0 | | 3474612 | 124140 | None | Item No.2.10 (iv) B Pg.No 10 Vol - 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead-By Manual means (b) Rubble stone masonry in cement mortar.
---- 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-in-charge for finished item of work. | Cum | 640.5 | 640.5 | 6.3 | False | None | None | False | None | False | 4035.15 | 0 | | 3474613 | 124140 | None | Item No.2.17 (ix) C Pg.No 11 Vol - 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead-Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.(Above 900 mm)
---- 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-in-charge for finished item of work. | m | 107.1 | 107.1 | 20.0 | False | None | None | False | None | False | 2142.0 | 0 | | 3474614 | 124140 | None | Item No.1.14.1 Pg.No 8 Vol - 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m
---- 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-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 264.78 | False | None | None | False | None | False | 28357.938 | 0 | | 3474615 | 124140 | None | Item No.1.23 Pg.No 11 Vol - 1 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.
---- 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-in-charge for finished item of work. | Cum | 2816.1 | 2816.1 | 46.08 | False | None | None | False | None | False | 129765.888 | 0 | | 3474616 | 124140 | None | Item No.2.1.3 Pg.No 15 Vol - 1 | 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
---- 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-in-charge for finished item of work. | Cum | 7546.14 | 7546.14 | 27.38 | False | None | None | False | None | False | 206613.3132 | 0 | | 3474617 | 124140 | None | Item No. 2.11 C Pg.No 18 Vol - 1 | 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 (c) Sub-Structure
---- 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-in-charge for finished item of work. | MT | 90754.65 | 90754.65 | 12.32 | False | None | None | False | None | False | 1118097.288 | 0 | | 3474618 | 124140 | None | Item No.2.4.3 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 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-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 94.25 | False | None | None | False | None | False | 627026.4 | 0 | | 3474619 | 124140 | None | Item No.2.4.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 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-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 38.94 | False | None | None | False | None | False | 258528.501 | 0 | | 3474620 | 124140 | None | Item No.2.5.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 40.38 | False | None | None | False | None | False | 290136.357 | 0 | | 3474621 | 124140 | None | Item No.2.4.1 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 4.38 | False | None | None | False | None | False | 29451.996 | 0 | | 3474622 | 124140 | None | Item No.14.1.a Pg.No 129 Vol - 3 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.
---- 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-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 3.44 | False | None | None | False | None | False | 6906.144 | 0 | | 3474623 | 124140 | None | Item No.13.2 Pg.No 121 Vol - 3 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
---- 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-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 7.98 | False | None | None | False | None | False | 117063.009 | 0 | | 3474624 | 124140 | None | Item No.8.10 Pg.No 66 Vol - 3 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
---- 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-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 35.03 | False | None | None | False | None | False | 4009.1835 | 0 | | 3474625 | 124140 | None | Item No.14.4 A Pg.No 129 Vol - 3 | 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.Stone/Boulder
---- 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-in-charge for finished item of work. | Sqm | 2007.6 | 2007.6 | 800.0 | False | None | None | False | None | False | 1606080.0 | 0 | | 3474626 | 124140 | None | Item No.1.7 Pg.No 7 Vol - 1 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structuresgraded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)
---- 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-in-charge for finished item of work. | Cum | 124.95 | 124.95 | 96.0 | False | None | None | False | None | False | 11995.2 | 0 | | 3474627 | 124140 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 1330.56 | 1330.56 | 94.25 | False | None | None | False | None | False | 125405.28 | 0 | | 3474628 | 124140 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 9
---- 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-in-charge for finished item of work. | Cum | 1327.83 | 1327.83 | 38.94 | False | None | None | False | None | False | 51705.7002 | 0 | | 3474629 | 124140 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
---- 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-in-charge for finished item of work. | Cum | 1437.03 | 1437.03 | 40.38 | False | None | None | False | None | False | 58027.2714 | 0 | | 3474630 | 124140 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I" Vide Item no 11
---- 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-in-charge for finished item of work. | Cum | 1344.84 | 1344.84 | 4.38 | False | None | None | False | None | False | 5890.3992 | 0 | | 3474631 | 124140 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 13
---- 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-in-charge for finished item of work. | Cum | 2933.91 | 2933.91 | 7.98 | False | None | None | False | None | False | 23412.6018 | 0 |
| | 1720417728000 | 0 | None | None | Roads | New Construction of 4 nos of Box Cell Culvert (2 m X 2 m - 2 Vent) at Ch. 0.410, 0.920, 1.280(Skew) & 8.560 from Shushilanagara - Ramagadha to Ghoshala (VR) in Sandur taluk, from ch 0.00 to 14.10 Km (CC road Actual Length - 15.560 Km) Ballari District | 9431453.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3474632 | 124141 | None | Item No.1.14.1 Pg.No 8 Vol - 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m
---- 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-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 529.55 | False | None | None | False | None | False | 56714.805 | 0 | | 3474633 | 124141 | None | Item No.1.23 Pg.No 11 Vol - 1 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.
---- 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-in-charge for finished item of work. | Cum | 2816.1 | 2816.1 | 92.16 | False | None | None | False | None | False | 259531.776 | 0 | | 3474634 | 124141 | None | Item No.2.1.3 Pg.No 15 Vol - 1 | 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
---- 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-in-charge for finished item of work. | Cum | 7546.14 | 7546.14 | 54.76 | False | None | None | False | None | False | 413226.6264 | 0 | | 3474635 | 124141 | None | Item No. 2.11 C Pg.No 18 Vol - 1 | 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 (c) Sub-Structure
---- 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-in-charge for finished item of work. | MT | 90754.65 | 90754.65 | 24.65 | False | None | None | False | None | False | 2237102.1225 | 0 | | 3474636 | 124141 | None | Item No.2.4.3 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 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-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 188.49 | False | None | None | False | None | False | 1253986.272 | 0 | | 3474637 | 124141 | None | Item No.2.4.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 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-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 77.88 | False | None | None | False | None | False | 517057.002 | 0 | | 3474638 | 124141 | None | Item No.2.5.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 80.75 | False | None | None | False | None | False | 580200.8625 | 0 | | 3474639 | 124141 | None | Item No.2.4.1 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 15.36 | False | None | None | False | None | False | 103283.712 | 0 | | 3474640 | 124141 | None | Item No.14.1.a Pg.No 129 Vol - 3 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.
---- 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-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 6.88 | False | None | None | False | None | False | 13812.288 | 0 | | 3474641 | 124141 | None | Item No.13.2 Pg.No 121 Vol - 3 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
---- 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-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 15.95 | False | None | None | False | None | False | 233979.3225 | 0 | | 3474642 | 124141 | None | Item No.8.10 Pg.No 66 Vol - 3 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
---- 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-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 70.06 | False | None | None | False | None | False | 8018.367 | 0 | | 3474643 | 124141 | None | Item No.14.4 A Pg.No 129 Vol - 3 | 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.Stone/Boulder
---- 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-in-charge for finished item of work. | Sqm | 2007.6 | 2007.6 | 1600.0 | False | None | None | False | None | False | 3212160.0 | 0 | | 3474644 | 124141 | None | Item No.1.7 Pg.No 7 Vol - 1 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structuresgraded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)
---- 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-in-charge for finished item of work. | Cum | 124.95 | 124.95 | 192.0 | False | None | None | False | None | False | 23990.4 | 0 | | 3474645 | 124141 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 5
---- 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-in-charge for finished item of work. | Cum | 1330.56 | 1330.56 | 188.49 | False | None | None | False | None | False | 250797.2544 | 0 | | 3474646 | 124141 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 6
---- 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-in-charge for finished item of work. | Cum | 1327.83 | 1327.83 | 77.88 | False | None | None | False | None | False | 103411.4004 | 0 | | 3474647 | 124141 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 7
---- 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-in-charge for finished item of work. | Cum | 1437.03 | 1437.03 | 80.75 | False | None | None | False | None | False | 116040.1725 | 0 | | 3474648 | 124141 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 8
---- 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-in-charge for finished item of work. | Cum | 1344.84 | 1344.84 | 1.0 | False | None | None | False | None | False | 1344.84 | 0 | | 3474649 | 124141 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I" Vide Item no 10
---- 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-in-charge for finished item of work. | Cum | 2933.91 | 2933.91 | 15.95 | False | None | None | False | None | False | 46795.8645 | 0 |
| | 1720417728000 | 0 | None | None | Roads | Reconstruction of 1no of Box Cell Culvert (2 m X 2 m - 3 Vent) at chainage 11.160Km from Shushilanagara - Ramagadha to Ghoshala (VR) in Sandur taluk, from ch 0.00 to 14.10 Km (CC road Actual Length - 15.560 Km) Ballari District | 2845644.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3474650 | 124142 | None | Item No.2.8 (ii) Pg.No 10 Vol - 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - By Mechanical Means (a) Cement Concrete Grade M-15 & M-20
---- 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-in-charge for finished item of work. | Cum | 754.95 | 754.95 | 3.6 | False | None | None | False | None | False | 2717.82 | 0 | | 3474651 | 124142 | None | Item No.2.10 (iv) B Pg.No 10 Vol - 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead-By Manual means (b) Rubble stone masonry in cement mortar.
---- 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-in-charge for finished item of work. | Cum | 640.5 | 640.5 | 21.6 | False | None | None | False | None | False | 13834.8 | 0 | | 3474652 | 124142 | None | Item No.2.17 (ix) C Pg.No 11 Vol - 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead-Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.(Above 900 mm)
---- 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-in-charge for finished item of work. | Cum | 1442.7 | 1442.7 | 20.0 | False | None | None | False | None | False | 28854.0 | 0 | | 3474653 | 124142 | None | Item No.1.14.1 Pg.No 8 Vol - 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m
---- 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-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 160.14 | False | None | None | False | None | False | 17150.994 | 0 | | 3474654 | 124142 | None | Item No.1.23 Pg.No 11 Vol - 1 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.
---- 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-in-charge for finished item of work. | Cum | 2816.1 | 2816.1 | 23.04 | False | None | None | False | None | False | 64882.944 | 0 | | 3474655 | 124142 | None | Item No.2.1.3 Pg.No 15 Vol - 1 | 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
---- 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-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 15.85 | False | None | None | False | None | False | 99671.9325 | 0 | | 3474656 | 124142 | None | Item No. 2.11 C Pg.No 18 Vol - 1 | 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 (c) Sub-Structure
---- 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-in-charge for finished item of work. | MT | 90754.65 | 90754.65 | 9.75 | False | None | None | False | None | False | 884857.8375 | 0 | | 3474657 | 124142 | None | Item No.2.4.3 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 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-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 53.3 | False | None | None | False | None | False | 354594.24 | 0 | | 3474658 | 124142 | None | Item No.2.4.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 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-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 19.47 | False | None | None | False | None | False | 129264.2505 | 0 | | 3474659 | 124142 | None | Item No.2.5.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 25.17 | False | None | None | False | None | False | 180850.2255 | 0 | | 3474660 | 124142 | None | Item No.2.4.1 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 4.92 | False | None | None | False | None | False | 33083.064 | 0 | | 3474661 | 124142 | None | Item No.14.1.a Pg.No 129 Vol - 3 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.
---- 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-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 2.28 | False | None | None | False | None | False | 4577.328 | 0 | | 3474662 | 124142 | None | Item No.13.2 Pg.No 121 Vol - 3 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
---- 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-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 4.8 | False | None | None | False | None | False | 70413.84 | 0 | | 3474663 | 124142 | None | Item No.8.10 Pg.No 66 Vol - 3 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
---- 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-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 25.39 | False | None | None | False | None | False | 2905.8855 | 0 | | 3474664 | 124142 | None | Item No.14.4 A Pg.No 129 Vol - 3 | 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.Stone/Boulder
---- 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-in-charge for finished item of work. | Sqm | 2007.6 | 2007.6 | 400.0 | False | None | None | False | None | False | 803040.0 | 0 | | 3474665 | 124142 | None | Item No.1.7 Pg.No 7 Vol - 1 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structuresgraded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)
---- 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-in-charge for finished item of work. | Cum | 124.95 | 124.95 | 48.0 | False | None | None | False | None | False | 5997.6 | 0 | | 3474666 | 124142 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 8
---- 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-in-charge for finished item of work. | Cum | 1330.56 | 1330.56 | 53.3 | False | None | None | False | None | False | 70918.848 | 0 | | 3474667 | 124142 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 9
---- 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-in-charge for finished item of work. | Cum | 1327.83 | 1327.83 | 19.47 | False | None | None | False | None | False | 25852.8501 | 0 | | 3474668 | 124142 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 10
---- 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-in-charge for finished item of work. | Cum | 1437.03 | 1437.03 | 25.17 | False | None | None | False | None | False | 36170.0451 | 0 | | 3474669 | 124142 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 11
---- 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-in-charge for finished item of work. | Cum | 1344.84 | 1344.84 | 9.72 | False | None | None | False | None | False | 13071.8448 | 0 | | 3474670 | 124142 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 13
---- 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-in-charge for finished item of work. | Cum | 2933.91 | 2933.91 | 1.0 | False | None | None | False | None | False | 2933.91 | 0 |
| | 1720417728000 | 0 | None | None | Roads | New Construction of 2 nos of Box Cell Culvert (2 m X 2 m - 3 Vent) at Ch 9.880 & 10.770 Km from Shushilanagara - Ramagadha to Ghoshala (VR) in Sandur taluk, from ch 0.00 to 14.10 Km (CC road Actual Length - 15.560 Km) Ballari District | 5619168.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3474671 | 124143 | None | Item No.1.14.1 Pg.No 8 Vol - 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m
---- 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-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 320.28 | False | None | None | False | None | False | 34301.988 | 0 | | 3474672 | 124143 | None | Item No.1.23 Pg.No 11 Vol - 1 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.
---- 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-in-charge for finished item of work. | Cum | 2816.1 | 2816.1 | 46.08 | False | None | None | False | None | False | 129765.888 | 0 | | 3474673 | 124143 | None | Item No.2.1.3 Pg.No 15 Vol - 1 | 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
---- 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-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 31.7 | False | None | None | False | None | False | 199343.865 | 0 | | 3474674 | 124143 | None | Item No. 2.11 C Pg.No 18 Vol - 1 | 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 (c) Sub-Structure
---- 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-in-charge for finished item of work. | MT | 90754.65 | 90754.65 | 19.51 | False | None | None | False | None | False | 1770623.2215 | 0 | | 3474675 | 124143 | None | Item No.2.4.3 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 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-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 107.63 | False | None | None | False | None | False | 716040.864 | 0 | | 3474676 | 124143 | None | Item No.2.4.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 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-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 38.94 | False | None | None | False | None | False | 258528.501 | 0 | | 3474677 | 124143 | None | Item No.2.5.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 50.34 | False | None | None | False | None | False | 361700.451 | 0 | | 3474678 | 124143 | None | Item No.2.4.1 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 9.84 | False | None | None | False | None | False | 66166.128 | 0 | | 3474679 | 124143 | None | Item No.14.1.a Pg.No 129 Vol - 3 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.
---- 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-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 4.56 | False | None | None | False | None | False | 9154.656 | 0 | | 3474680 | 124143 | None | Item No.13.2 Pg.No 121 Vol - 3 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
---- 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-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 9.61 | False | None | None | False | None | False | 140974.3755 | 0 | | 3474681 | 124143 | None | Item No.8.10 Pg.No 66 Vol - 3 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
---- 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-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 50.78 | False | None | None | False | None | False | 5811.771 | 0 | | 3474682 | 124143 | None | Item No.14.4 A Pg.No 129 Vol - 3 | 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.Stone/Boulder
---- 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-in-charge for finished item of work. | Sqm | 2007.6 | 2007.6 | 800.0 | False | None | None | False | None | False | 1606080.0 | 0 | | 3474683 | 124143 | None | Item No.1.7 Pg.No 7 Vol - 1 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structuresgraded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)
---- 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-in-charge for finished item of work. | Cum | 124.95 | 124.95 | 96.0 | False | None | None | False | None | False | 11995.2 | 0 | | 3474684 | 124143 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 5
---- 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-in-charge for finished item of work. | Cum | 1330.56 | 1330.56 | 107.63 | False | None | None | False | None | False | 143208.1728 | 0 | | 3474685 | 124143 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 6
---- 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-in-charge for finished item of work. | Cum | 1327.83 | 1327.83 | 38.94 | False | None | None | False | None | False | 51705.7002 | 0 | | 3474686 | 124143 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 7
---- 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-in-charge for finished item of work. | Cum | 1437.03 | 1437.03 | 50.34 | False | None | None | False | None | False | 72340.0902 | 0 | | 3474687 | 124143 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 8
---- 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-in-charge for finished item of work. | Cum | 1344.84 | 1344.84 | 9.84 | False | None | None | False | None | False | 13233.2256 | 0 | | 3474688 | 124143 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 10
---- 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-in-charge for finished item of work. | Cum | 2933.91 | 2933.91 | 9.61 | False | None | None | False | None | False | 28194.8751 | 0 |
| | 1720417728000 | 0 | None | None | Roads | Reconstruction of Box Cell Culvert (3 m X 2 m -2 Vent) at ch. 3.050Km from Shushilanagara - Ramagadha to Ghoshala (VR) in Sandur taluk, from ch 0.00 to 14.10 Km (CC road Actual Length - 15.560 Km) Ballari District | 2803822.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3474689 | 124144 | None | Item No.1.14.1 Pg.No 8 Vol - 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m
---- 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-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 160.14 | False | None | None | False | None | False | 17150.994 | 0 | | 3474690 | 124144 | None | Item No.1.23 Pg.No 11 Vol - 1 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.
---- 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-in-charge for finished item of work. | Cum | 2816.1 | 2816.1 | 23.04 | False | None | None | False | None | False | 64882.944 | 0 | | 3474691 | 124144 | None | Item No.2.1.3 Pg.No 15 Vol - 1 | 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
---- 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-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 18.19 | False | None | None | False | None | False | 114386.9055 | 0 | | 3474692 | 124144 | None | Item No. 2.11 C Pg.No 18 Vol - 1 | 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 (c) Sub-Structure
---- 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-in-charge for finished item of work. | MT | 90754.65 | 90754.65 | 8.61 | False | None | None | False | None | False | 781397.5365 | 0 | | 3474693 | 124144 | None | Item No.2.4.3 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 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-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 57.08 | False | None | None | False | None | False | 379741.824 | 0 | | 3474694 | 124144 | None | Item No.2.4.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 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-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 19.47 | False | None | None | False | None | False | 129264.2505 | 0 | | 3474695 | 124144 | None | Item No.2.5.2 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 29.67 | False | None | None | False | None | False | 213183.4005 | 0 | | 3474696 | 124144 | None | Item No.2.4.1 Pg.No 16 Vol - 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
---- 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-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 4.92 | False | None | None | False | None | False | 33083.064 | 0 | | 3474697 | 124144 | None | Item No.14.1.a Pg.No 129 Vol - 3 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.
---- 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-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 2.28 | False | None | None | False | None | False | 4577.328 | 0 | | 3474698 | 124144 | None | Item No.13.2 Pg.No 121 Vol - 3 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
---- 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-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 5.86 | False | None | None | False | None | False | 85963.563 | 0 | | 3474699 | 124144 | None | Item No.8.10 Pg.No 66 Vol - 3 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
---- 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-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 25.39 | False | None | None | False | None | False | 2905.8855 | 0 | | 3474700 | 124144 | None | Item No.14.4 A Pg.No 129 Vol - 3 | 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.Stone/Boulder
---- 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-in-charge for finished item of work. | Sqm | 2007.6 | 2007.6 | 400.0 | False | None | None | False | None | False | 803040.0 | 0 | | 3474701 | 124144 | None | Item No.1.7 Pg.No 7 Vol - 1 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structuresgraded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)
---- 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-in-charge for finished item of work. | Cum | 124.95 | 124.95 | 48.0 | False | None | None | False | None | False | 5997.6 | 0 | | 3474702 | 124144 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 5
---- 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-in-charge for finished item of work. | Cum | 1330.56 | 1330.56 | 57.08 | False | None | None | False | None | False | 75948.3648 | 0 | | 3474703 | 124144 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 6
---- 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-in-charge for finished item of work. | Cum | 1327.83 | 1327.83 | 19.47 | False | None | None | False | None | False | 25852.8501 | 0 | | 3474704 | 124144 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 7
---- 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-in-charge for finished item of work. | Cum | 1437.03 | 1437.03 | 29.67 | False | None | None | False | None | False | 42636.6801 | 0 | | 3474705 | 124144 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 8
---- 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-in-charge for finished item of work. | Cum | 1344.84 | 1344.84 | 4.92 | False | None | None | False | None | False | 6616.6128 | 0 | | 3474706 | 124144 | None | Item No.6Pg.No 111Vol - 1 | Add Extra for Formwork, Centering shuttering complete with all lead and lift as per the directions of engineer in charge & Scaffolding (PWD SR 2023-24, Addendum I, Page no-111, Sl.no 6 Vol-I"
Vide Item no 10
---- 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-in-charge for finished item of work. | Cum | 2933.91 | 2933.91 | 5.86 | False | None | None | False | None | False | 17192.7126 | 0 |
| | 1720417728000 | 0 | None | None | Roads | V-Shaped Stone Pitched Drain | 7637691.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3474707 | 124145 | None | Item No.1.14.1 Pg.No 8 Vol - 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.-In all kinds of soils Depth upto 3 m
---- 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-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 4956.0 | False | None | None | False | None | False | 530787.6 | 0 | | 3474708 | 124145 | None | Item No.14.4 (A) Pg.No 129 Vol - 3 | 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 (A) Stone/ Boulders
---- 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-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 3540.0 | False | None | None | False | None | False | 7106904.0 | 0 |
| | 1720417728000 | 0 | None | None | Roads | Road Furnitures | 42233667.09 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3474709 | 124146 | None | Item No.8.6 Pg.No 64 Vol - 3 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm
x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 ofIRC:67:2022.
(ii)For 90 cm Equilateral triangle
---- 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-in-charge for finished item of work. | Each | 4985.4 | 4985.4 | 106.0 | False | None | None | False | None | False | 528452.4 | 0 | | 3474710 | 124146 | None | Item No.8.6 Pg.No 64 Vol - 3 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm
x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 ofIRC:67:2022.
(vi)For 90 cm circle
---- 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-in-charge for finished item of work. | Each | 6741.0 | 6741.0 | 50.0 | False | None | None | False | None | False | 337050.0 | 0 | | 3474711 | 124146 | None | Item No.8.6 Pg.No 64 Vol - 3 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm
x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 ofIRC:67:2022.
(xi) For 60 cm x 50cm - Rectangular
---- 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-in-charge for finished item of work. | Each | 4671.45 | 4671.45 | 104.0 | False | None | None | False | None | False | 485830.8 | 0 | | 3474712 | 124146 | None | Item No.8.6 Pg.No 64 Vol - 3 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm
x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 ofIRC:67:2022.
(xv)For 90 cm octagon Stop board
---- 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-in-charge for finished item of work. | Each | 6956.25 | 6956.25 | 12.0 | False | None | None | False | None | False | 83475.0 | 0 | | 3474713 | 124146 | None | Item No.8.8 Pg.No 65 Vol - 3 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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
---- 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-in-charge for finished item of work. | Sqm | 10187.1 | 10187.1 | 48.0 | False | None | None | False | None | False | 488980.8 | 0 | | 3474714 | 124146 | None | Item No.8.17 Pg.No 67 Vol - 3 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.
---- 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-in-charge for finished item of work. | Each | 2122.05 | 2122.05 | 106.0 | False | None | None | False | None | False | 224937.3 | 0 | | 3474715 | 124146 | None | Item No.8.15 Pg.No 57 Vol - 3 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.
---- 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-in-charge for finished item of work. | Sqm | 556.5 | 556.5 | 4753.0 | False | None | None | False | None | False | 2645044.5 | 0 | | 3474716 | 124146 | None | Item No.8.13(i) Pg.No 56 Vol - 3 | Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control
---- 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-in-charge for finished item of work. | Sqm | 213.15 | 213.15 | 10.0 | False | None | None | False | None | False | 2131.5 | 0 | | 3474717 | 124146 | None | Item No.8.16 Pg.No 57 Vol - 3 | Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
(i)5th kilometre stone (precast)
---- 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-in-charge for finished item of work. | Each | 5335.05 | 5335.05 | 3.0 | False | None | None | False | None | False | 16005.15 | 0 | | 3474718 | 124146 | None | Item No.8.16 Pg.No 57 Vol - 3 | Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
(ii)Ordinary kilometer stone (precast)
---- 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-in-charge for finished item of work. | Each | 3073.35 | 3073.35 | 10.0 | False | None | None | False | None | False | 30733.5 | 0 | | 3474719 | 124146 | None | Item No.8.16 Pg.No 57 Vol - 3 | Kilometre Stone: 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)
---- 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-in-charge for finished item of work. | Each | 884.1 | 884.1 | 52.0 | False | None | None | False | None | False | 45973.2 | 0 | | 3474720 | 124146 | None | Item No.8.32 Pg.No 62 Vol - 3 | Rumble Strips: Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.
---- 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-in-charge for finished item of work. | Each | 197.4 | 197.4 | 1536.0 | False | None | None | False | None | False | 303206.4 | 0 | | 3474721 | 124146 | None | Item No.1.14.1 Pg.No 8 Vol - 1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
---- 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-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 713.18 | False | None | None | False | None | False | 76381.578 | 0 | | 3474722 | 124146 | None | Item No.2.4.1 Pg.No 17 Vol - 1 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) 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-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 713.18 | False | None | None | False | None | False | 4795564.956 | 0 | | 3474723 | 124146 | None | Item No.8.25A Pg.No 59 Vol - 3 | Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier:Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811
---- 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-in-charge for finished item of work. | m | 4642.05 | 4642.05 | 6400.0 | False | None | None | False | None | False | 29709120.0 | 0 | | 3474724 | 124146 | None | Item No.8.30 Pg.No 61 Vol - 3 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer
---- 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-in-charge for finished item of work. | No | 2205.0 | 2205.0 | 1116.0 | False | None | None | False | None | False | 2460780.0 | 0 |
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