1725707549000 | 1 | None | None | Roads | Construction of Pipeline works Haj Bhavan at Thanisandra main road | 19959162.93 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3940066 | 152402 | None | 1.0 | Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge-The cost of PCC shall be paid extra | m | 38.5 | 38.5 | 397.0 | False | None | None | False | None | False | 15284.5 | 0 | 3940067 | 152402 | None | 2.0 | Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and lead | m | 24.2 | 24.2 | 156.0 | False | None | None | False | None | False | 3775.2 | 0 | 3940068 | 152402 | None | 3.0 | PCC M15 grade for kerb base | m | 262.9 | 262.9 | 553.0 | False | None | None | False | None | False | 145383.7 | 0 | 3940069 | 152402 | None | 4.0 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) - 300 x 250 x 100 mm size | m | 333.3 | 333.3 | 156.0 | False | None | None | False | None | False | 51994.8 | 0 | 3940070 | 152402 | None | 5.0 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | Sqm | 119.9 | 119.9 | 276.5 | False | None | None | False | None | False | 33152.35 | 0 | 3940071 | 152402 | None | 6.0 | Removing and resetting of drain covers | Sqm | 258.5 | 258.5 | 476.4 | False | None | None | False | None | False | 123149.4 | 0 | 3940072 | 152402 | None | 7.0 | Removing and Staking slab of Drain | Sqm | 129.8 | 129.8 | 187.2 | False | None | None | False | None | False | 24298.56 | 0 | 3940073 | 152402 | None | 8.0 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately- By Mechanical Means- Bituminous course | Cum | 354.2 | 354.2 | 995.4 | False | None | None | False | None | False | 352570.68 | 0 | 3940074 | 152402 | None | 9.0 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings and bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools and other appurtenaces required to complete the work. | Cum | 266.2 | 266.2 | 447.93 | False | None | None | False | None | False | 119238.966 | 0 | 3940075 | 152402 | None | 10.0 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains - utility ducts - Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 at 6kg-m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. | Sqm | 1287.0 | 1287.0 | 187.2 | False | None | None | False | None | False | 240926.4 | 0 | 3940076 | 152402 | None | 11.0 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails and bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 288.2 | 288.2 | 1455.0 | False | None | None | False | None | False | 419331.0 | 0 | 3940077 | 152402 | None | 12.0 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails and bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 364.1 | 364.1 | 1455.0 | False | None | None | False | None | False | 529765.5 | 0 | 3940078 | 152402 | None | 13.0 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails and bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Depth exceeding 3.0 m, but not exceeding 4.50 m | Cum | 528.0 | 528.0 | 291.0 | False | None | None | False | None | False | 153648.0 | 0 | 3940079 | 152402 | None | 14.0 | Hard rock (blasting prohibited) Depth upto 1.50 m | Cum | 1115.4 | 1115.4 | 204.0 | False | None | None | False | None | False | 227541.6 | 0 | 3940080 | 152402 | None | 15.0 | Hard rock (blasting prohibited) Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 1232.0 | 1232.0 | 204.0 | False | None | None | False | None | False | 251328.0 | 0 | 3940081 | 152402 | None | 16.0 | Hard rock (blasting prohibited) Depth exceeding 3 m, but not exceeding 4.50 m | Cum | 1315.6 | 1315.6 | 40.8 | False | None | None | False | None | False | 53676.48 | 0 | 3940082 | 152402 | None | 17.0 | Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 407 to form a layer of sub-base-Base By Mixing in Plant method ii) For 37.5 mm maximum size | Cum | 2711.5 | 2711.5 | 1587.19 | False | None | None | False | None | False | 4303665.685 | 0 | 3940083 | 152402 | None | 18.0 | 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 Mixing in Plant method -For Grading -V Material | Cum | 2594.9 | 2594.9 | 165.9 | False | None | None | False | None | False | 430493.91 | 0 | 3940084 | 152402 | None | 19.0 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver-grader in sub-base - base course on well prepared surface and compacting with vibratory roller to achieve the desired density. By Mixing in Plant method | Cum | 2814.9 | 2814.9 | 276.5 | False | None | None | False | None | False | 778319.85 | 0 | 3940085 | 152402 | None | 20.0 | 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 and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6838.7 | 6838.7 | 25.65 | False | None | None | False | None | False | 175412.655 | 0 | 3940086 | 152402 | None | 21.0 | Laying Reinforced cement concrete pipe NP4-prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets ii. 900 mm dia | m | 8124.6 | 8124.6 | 553.0 | False | None | None | False | None | False | 4492903.8 | 0 | 3940087 | 152402 | None | 22.0 | Providing and laying in Cement Concrete for all Basement and surface level works, return walls, retaining walls, sunken floors etc. The granite-trap- basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 7128.0 | 7128.0 | 17.11 | False | None | None | False | None | False | 121960.08 | 0 | 3940088 | 152402 | None | 23.0 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and 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 For Wall Concrete | Cum | 7527.3 | 7527.3 | 94.05 | False | None | None | False | None | False | 707942.565 | 0 | 3940089 | 152402 | None | 24.0 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Cum | 124.3 | 124.3 | 16571.04 | False | None | None | False | None | False | 2059780.272 | 0 | 3940090 | 152402 | None | 25.0 | Prime Coat over WMM-WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. | Sqm | 45.1 | 45.1 | 1106.0 | False | None | None | False | None | False | 49880.6 | 0 | 3940091 | 152402 | None | 26.0 | Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, at 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 10054.0 | 10054.0 | 55.3 | False | None | None | False | None | False | 555986.2 | 0 | 3940092 | 152402 | None | 27.0 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg-m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 13.2 | 13.2 | 4147.5 | False | None | None | False | None | False | 54747.0 | 0 | 3940093 | 152402 | None | 28.0 | Providing and laying Bituminous Concrete with 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 12479.5 | 12479.5 | 165.9 | False | None | None | False | None | False | 2070349.05 | 0 | 3940094 | 152402 | None | 29.0 | 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. | Tonne | 94826.6 | 94826.6 | 4.36 | False | None | None | False | None | False | 413443.976 | 0 | 3940095 | 152402 | None | 30.0 | 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. | Tonne | 95076.3 | 95076.3 | 8.28 | False | None | None | False | None | False | 787231.764 | 0 | 3940096 | 152402 | None | 31.0 | Taking output 18t load and lead 10 km=180t.km Average weight of earth 10Tonne-Km for 10 Km -18x10x7-14 and Loading and Unloading of Stone Boulder-Stone aggregates- Sand-Kankar-Moorum-Tipper 14 m3 | Cum | 193.6 | 193.6 | 1094.94 | False | None | None | False | None | False | 211980.384 | 0 |
|