1719835782000 | 0 | None | None | Other Works | The Work of Construction of SWD, Cattle trap, Cross Barrier and providing, Fixing of Name Board to the 50ML GLR at Gottigere and Work of providing Fencing to the CA sites identified in 110villages of Bommanahalli Zone | 8705769.77 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3428154 | 121484 | None | Code1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T and 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 | Cum | 926.3 | 926.3 | 60.0 | False | None | None | False | None | False | 55578.0 | 0 | 3428155 | 121484 | None | Code2 | Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. -labour wages considered only for spreading and leelling | Cum | 1182.36 | 1182.36 | 18.0 | False | None | None | False | None | False | 21282.48 | 0 | 3428156 | 121484 | None | code3 | 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, removalof stumps and other deleterious matter, excavated surface leveled and sidesneatly dressed disposing off the excavated stuff or sorting and stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost oflabour, tools and other appurtenaces required to complete the work. | Cum | 285.56 | 285.56 | 551.7 | False | None | None | False | None | False | 157543.452 | 0 | 3428157 | 121484 | None | code4 | Earth work excavation by manual means for drains,canals, waste weir draft,approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage and other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 352.82 | 352.82 | 41.724 | False | None | None | False | None | False | 14721.06168 | 0 | 3428158 | 121484 | None | CODE5 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Hard rock blasting prohibited Depth upto 1.50 m, sl no1.21.5 | Cum | 1196.52 | 1196.52 | 110.336 | False | None | None | False | None | False | 132019.23072 | 0 | 3428159 | 121484 | None | Code6 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work for Earth work excavation | Cum | 100.3 | 100.3 | 174.4487 | False | None | None | False | None | False | 17497.20461 | 0 | 3428160 | 121484 | None | Code7 | 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 PCC Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7067.02 | 7067.02 | 42.3347 | False | None | None | False | None | False | 299180.171594 | 0 | 3428161 | 121484 | None | Code8 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including 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 the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7418.66 | 7418.66 | 116.725 | False | None | None | False | None | False | 865943.0885 | 0 | 3428162 | 121484 | None | Code9 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including 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 the other appurtenances
required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7476.48 | 7476.48 | 126.0 | False | None | None | False | None | False | 942036.48 | 0 | 3428163 | 121484 | None | Code10 | for Formwork, Centering and Scaffolding-Additional Charges for Form Work Foundation, Sub structure of Cross drainages-5 Percentage For dain | Cum | 370.94 | 370.94 | 14.545 | False | None | None | False | None | False | 5395.3223 | 0 | 3428164 | 121484 | None | Code11 | 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. | MT | 93232.98 | 93232.98 | 19.076 | False | None | None | False | None | False | 1778512.32648 | 0 | 3428165 | 121484 | None | Code12 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labourusage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Kg | 133.34 | 133.34 | 2641.8 | False | None | None | False | None | False | 352257.612 | 0 | 3428166 | 121484 | None | Code13 | Providing and erecting a Thrie metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 | Cum | 5216.78 | 5216.78 | 300.0 | False | None | None | False | None | False | 1565034.0 | 0 | 3428167 | 121484 | None | Code14 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 188.8 | 188.8 | 170.48 | False | None | None | False | None | False | 32186.624 | 0 | 3428168 | 121484 | None | Code15 | for Formwork, Centering and Scaffolding-Additional Charges for Form Work as per VOL-1 Addendum, Foundation, Sub structure of Cross drainages-5 Percentage | Cum | 741.87 | 741.87 | 102.1 | False | None | None | False | None | False | 75744.927 | 0 | 3428169 | 121484 | None | Code16 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction ofEngineerx0002 in-charge. Made of G.I. wire of dia 4mm | Sqm | 947.54 | 947.54 | 1168.0 | False | None | None | False | None | False | 1106726.72 | 0 | 3428170 | 121484 | None | Code17 | Providing ,Supplying and fixing M.S. gates of Suitable size withrequired number of M.S. plate , stiffners, and horizontal bracingof ISMC 75x40 including rubber guard of ISA 20x4 of approved qualityto bottom and two sides and to be fixed to the grove of M.S. gate of size25 mm with machine screw nuts and bolts of size 6mm dia and 35mmlong and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a coat of primer and all necessary works
as directed and complete as per per specification. | Kg | 204.14 | 204.14 | 1104.0 | False | None | None | False | None | False | 225370.56 | 0 | 3428171 | 121484 | None | Code18 | Providing and fixing Steel work in built up tubular round, square or rectangular hollow tubes etc trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge -Vertical post ISA 65X65X6 Considered | Kg | 160.48 | 160.48 | 3469.05 | False | None | None | False | None | False | 556713.144 | 0 | 3428172 | 121484 | None | Code19 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal and 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations at 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | No | 1325.14 | 1325.14 | 18.0 | False | None | None | False | None | False | 23852.52 | 0 | 3428173 | 121484 | None | Code20 | MS frame of size 56feet X 5feet and 53feet X 2.6feet..- square tube section-ISSQ50 MS frame of size 56feet X 5feet and 53feet X 2.6 feet.- square Hollow tube section of size 50.0 x 25.0 x 3.2 | MT | 84606.0 | 84606.0 | 0.812 | False | None | None | False | None | False | 68700.072 | 0 | 3428174 | 121484 | None | Code21 | 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7793.9 | 7793.9 | 0.6075 | False | None | None | False | None | False | 4734.79425 | 0 | 3428175 | 121484 | None | Code22 | Work of Providing L Shape MS Armature Angle of 56 Feet x 5 Feet and M.S.framing with Black colourpowder coating and MS pillar workfor the support of BWSSB signage lightning board size 56 Feet x 4 Feet for fixing the signage board over newly constructed GLR at gottigere with specification as below and Providing and fixing of BWSSB English letters with GI materialand Acrylic cap size : 28 feet X 4 feet2 Nos Boards with accessories at top of the 50ML GLRGottigere. And Providing and fixing of Kannada Letters Bengalore Neru Sarabaraju mathu Valacharandi Mandali Half inch with accessories at the parapet wall of north side of 50ML GLRGottigere.BWSSB of size Size 53 Feet x 2.6Feet | LS | 404740.0 | 404740.0 | 1.0 | False | None | None | False | None | False | 404740.0 | 0 |
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