| 1710492668000 | 0 | None | None | Other Works | DEVELOPMENTS AND CONSTRUCTION OF ROADS AND DRAIN, OTHER WORKS IN MALAVALLI TMC LIMITS MANDYA DISTRICT UNDER AMRUTHA NAGAROTHANA (MUNICIPAITY)-4 PROJECTS. PACKAGE 3 | 25391442.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3087406 | 106116 | None | code01 | 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 PageNo. 15 Item No.3.7 VOL 3 | Cum | 108.15 | 108.15 | 2428.125 | False | None | None | False | None | False | 262601.71875 | 0 | | 3087407 | 106116 | None | code02 | 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 (ii)For Grading -II Material PageNo. 19 Item No.4.2( B ii) VOL 3 | Cum | 2504.96 | 2504.96 | 694.45 | False | None | None | False | None | False | 1739569.472 | 0 | | 3087408 | 106116 | None | code03 | Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PageNo. 24 Item No.4.17 VOL 3 | Cum | 2635.77 | 2635.77 | 15.899 | False | None | None | False | None | False | 41906.10723 | 0 | | 3087409 | 106116 | None | code04 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PageNo. 15 Item No.3.6 VOL 3 | Cum | 507.79 | 507.79 | 309.349 | False | None | None | False | None | False | 157084.32871 | 0 | | 3087410 | 106116 | None | code05 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means PageNo. 29 Item No 5.1 VOL 3 | Sqm | 42.23 | 42.23 | 106.0 | False | None | None | False | None | False | 4476.38 | 0 | | 3087411 | 106116 | None | code06 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m 2 on the prepared bituminous surface cleaned with mechanical broom PageNo. 29 Item No 5.3 VOL 3 | Sqm | 12.36 | 12.36 | 848.0 | False | None | None | False | None | False | 10481.28 | 0 | | 3087412 | 106116 | None | code07 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction PageNo. 30 Item No 5.6(i) C VOL 3 | Cum | 7351.11 | 7351.11 | 42.4 | False | None | None | False | None | False | 311687.064 | 0 | | 3087413 | 106116 | None | code08 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, ,laid over a previously prepared surface with mechanical paverfinisher to the required grade, level and alignment and rolled as per MoRTH V revision. PageNo. 145 Item No. 21-A- 1 VOL 3 | Cum | 10289.7 | 10289.7 | 21.2 | False | None | None | False | None | False | 218141.64 | 0 | | 3087414 | 106116 | None | code09 | 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. PageNo.43 Item No.6.1 VOL 3 | Cum | 5067.6 | 5067.6 | 1041.675 | False | None | None | False | None | False | 5278792.23 | 0 | | 3087415 | 106116 | None | code10 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. PageNo. 138 Item No.16.28 VOL 3 | Cum | 6956.62 | 6956.62 | 1096.65 | False | None | None | False | None | False | 7628977.323 | 0 | | 3087416 | 106116 | None | code11 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Upto 0.30m depth PageNo. 198 Item No 16.28.1 VOL -V | Each | 8414.07 | 8414.07 | 48.0 | False | None | None | False | None | False | 403875.36 | 0 | | 3087417 | 106116 | None | code12 | 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 & 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 ITEM NO 1.17.1 PG NO 10 VOL 1 | Cum | 269.86 | 269.86 | 240.549 | False | None | None | False | None | False | 64914.55314 | 0 | | 3087418 | 106116 | None | code13 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.90mm(weight of pipe -1.313 kg) PageNo. 120 Item No 10.14.10 VOL-V | m | 265.74 | 265.74 | 296.974 | False | None | None | False | None | False | 78917.87076 | 0 | | 3087419 | 106116 | 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 PageNo. 7 Item No 1.10 VOL.1 | Cum | 164.8 | 164.8 | 240.549 | False | None | None | False | None | False | 39642.4752 | 0 | | 3087420 | 106116 | None | code15 | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete forPageNo. 121 Item No 10.15.1 VOL.V | m | 21.63 | 21.63 | 323.974 | False | None | None | False | None | False | 7007.55762 | 0 | | 3087421 | 106116 | None | code16 | 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 ITEM NO 2.8 (ii)a PG NO 6 VOL 1 | Cum | 740.57 | 740.57 | 343.185 | False | None | None | False | None | False | 254152.51545 | 0 | | 3087422 | 106116 | None | code17 | 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 & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth cum 299.00ITEM NO 1.5.1 PG NO 6 VOL 1 | Cum | 307.97 | 307.97 | 1610.403 | False | None | None | False | None | False | 495955.81191 | 0 | | 3087423 | 106116 | None | code18 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates ITEM NO 2.1.2 PG NO 15 VOL 1 | Cum | 5833.92 | 5833.92 | 186.609 | False | None | None | False | None | False | 1088661.97728 | 0 | | 3087424 | 106116 | None | code19 | 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 20mm nominal size graded crushed coarse aggregates ITEM NO 2.4.1 PG NO 16 VOL 1 | Cum | 8792.13 | 8792.13 | 546.233 | False | None | None | False | None | False | 4802551.54629 | 0 | | 3087425 | 106116 | None | code20 | Steel Fabrication 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.All other type of structures ITEM NO 2.11 (h) PG NO 18 VOL 1 | MT | 82705.91 | 82705.91 | 25.305 | False | None | None | False | None | False | 2092873.05255 | 0 | | 3087426 | 106116 | None | code21 | KSRB 2.3 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.PageNo. 7 Item No.1.9 VOL 1 | Cum | 273.98 | 273.98 | 648.5 | False | None | None | False | None | False | 177676.03 | 0 | | 3087427 | 106116 | None | code22 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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.PageNo.10 Item No.1.17.2 VOL 1 | Cum | 253.38 | 253.38 | 75.0 | False | None | None | False | None | False | 19003.5 | 0 | | 3087428 | 106116 | None | code23 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover & frame PageNo.192 Item No.16.15.3 VOL 5 | No | 32311.1 | 32311.1 | 1.0 | False | None | None | False | None | False | 32311.1 | 0 | | 3087429 | 106116 | None | code24 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5 M depth & SFRC cover & framePageNo.192 Item No.16.15.6 VOL 5 | No | 39532.43 | 39532.43 | 2.0 | False | None | None | False | None | False | 79064.86 | 0 | | 3087430 | 106116 | None | code25 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Upto 0.30m depth PageNo. 198 Item No 16.28.2 VOL -V | Each | 16852.86 | 16852.86 | 6.0 | False | None | None | False | None | False | 101117.16 | 0 |
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