Bengaluru Solid Waste Management Limited Tender

code04 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement and formwork to be paid separately) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

code05 - 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

code06 - 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 sqm0 concrete reinforced with TMT bars Fe 550 at 6kg/ sqm, 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

code07 - providing 230 mm precast slab including all charges for transportaion erecting complete as per specification and as per the directions of Engineer in charge of the work

code08 - 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. 300 x 300 x 150 mm size (The cost of PCC shall be paid extra

code09 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfac

code10 - Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and 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 and 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 and other appurtenances required to complete the work.

code11 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usageand all other appurtenaces required to complete the work.

code12 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material

code13 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

code14 - 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.

code15 - 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/sqm using mechanical means.

code16 - Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/sqm on Granular Surface.

code17 - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, 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 (c)

code18 - Providing and laying Bituminous Concrete with not less than 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 at 4.78percentage Bitumen and waste plastic 8percentage of Bitumen 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 Bituminous Concrete Grading i Using waste plastic

code19 - 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 meter cube0 (Grade), coarse and fine aggregates conforming to IS:383, 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 and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer-in-charge of the work.

code20 - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/sqm 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.1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface.2. Cost of painter is already included in usage charges of road marking machine

code21 - Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum.(Tipper 5.5 meter cube)

code22 - Cost of Haulage excluding loading and Unloading Case1 Surfaced Road a Taking output 10 t load and lead 10 km equals 100 tkm

code23 - 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/ meter cube , 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.

code24 - Providing Bio product solutions prepared at site and spraying on existing and fresh garbage ,accumulated leachate and surrounding area with effective proportion diluted in water to reduce foul smell and control pests including cost of all materials,labour, HOM on machiney ,loading ,unloading,transportation all lead and lifts, taxes etc. Complete asper specifications and directions of Engineer incharge of work.

code25 - Supplying of premisc/,nuan/Biomass etc. chemical forspraying to control fly menace with all applicable taxes including all lead and lift charges as per the direction of engineer incharges

code26 - Supplying of Sugar to mix with the chcmical along with the water. For spraying to controle fly menace and all applicable taxes including all lead and lift charges as per the direction of engineer incharges

code27 - Spraying of premise chemical solution prepared by mixing the Chemical with sugar and water at the ratio 5ml of chemical for 1 litre of water to control fly menace. Spraying Labours - 3 Nos

code28 - Supplying preparation and spraying of lemon grass to reduce foul labors and controlin pets including cost of materials and labours for preparation spraying supervision HOM on water tanker fuel charges and crew charges loading unloading transportation labours charges incindenal charges etc... complete and with all lead and lift loading and unloding as per the direction of engineer in charge of work

code29 - Procuring of spraying machines to spray above solutions including all lead and fil1 charges as per the direction of engineer incharge

code30 - Supplying ol pyetrum / king fog ctc..(contains detamethrine 1.25percentagel by thermal fogging to control mosquito and menace including all lead and lift charges as per the direction of engineer incharges

code31 - Supply mixing of diesel with chemical in required ratio with diesel and petrol in the fogging machine -10 litre/day including all lead and lift charges as per the direction of engineer incharge

code32 - Labour for fogging in the quarry site and surrounding villages on the vehicle including fogging equipment charges vehicle hire charges and othcr incidental charges with all lead and lifts.