Bengaluru Water Supply And Sewerage Board Tender

code04 - 3.00 to 4.50 Mtrs Depth

code05 - Earthwork excavation for pipeline trenches by Mechanical means as per drawing & technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights , bracing, using sight rails & bonding rods at every 100mm & wherever necessary as directed, removal of stumpsand 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) Dept Upto 1.50 Mtrs

code06 - Depth Exceeding 1.50 Mtrs but not exceeding 3.00 Mtrs

code07 - Depth Exceeding 3.00 Mtrs but not exceeding 4.50 Mtrs

code08 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the Survey. 300mm dia RCC

code09 - 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 50m, and lift upto 1.50m, Including cost of all labour complete as per specifications .

code10 - 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. 1.00 Mtrs Depth & SFRC Cover & Frame

code11 - Above 1.00 Mtrs Depth MH's in terms of 0.10 Mtrs

code12 - 2.00 Mtrs Depth & SFRC Cover & Frame

code13 - Above 2.00 Mtrs Depth MH's in terms of 0.10 Mtrs

code14 - 1.50 Mtrs Internal Dia & 3.00 Mtrs Depth

code15 - Above 3.00 Mtrs Depth MH's in terms of 0.10 Mtrs

code16 - Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the same dimensions, with machine made wire cut brick in CM 1:4 with ordinary portland cement etc. as per design and specifications. The existing ring, cover and CC beeding to be used. For 1.20 Mtrs dia, 0.90 Mtrs Depth

code17 - Dismantling of existing structures like Culverts, bridges, retaining walls & other structure comprising of masonry, cement concrete, wood work, steel work, including T & P & scaffolding wherever necessary, sorting the dismantled materials , disposal of un-serviceable materials & stacking the serviceable materials with all lifts & Leads prestressed / RCC garde M 20 & ABove

code18 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the Materials with water at OMC in Mechanical Mix Plant carriage of Mixed Materials by tipper to site, laying in Uniform layeras with Paver in Sub base / Base course on well prepared surface & compacting with Vibratory roller to achieve the desired density complete as per Specifications MORTH Specifications

code19 - Providing & Applying Primer Coat with SS1 Grade Bitumen Emulsionon prepared surface of granular base including cleaning of road surface & spraying primer at the rate of 0.90 Kg/Sq Mtr using Mechanical means.

code20 - Tack Coat : Providing & aplying tack coat with RS1 Bituminous emulsion using emulsion pressure distributer at the rate of 0.20 Kg / Sq.Mtrs on Granular surface as per MORTH Specifications

code21 - Providing & Laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.3% by weight of Mix, transported to site , laid over a previously prepared surface with mechanical paver finisher to the required grade, level & alignment & rolled as per clauses 501.60 and 501.70 to achieve the desired compaction.

code22 - Providing & laying Bituminous Concrete with 120 TPH Capacity hot mix plant batch type using crushed aggregates of specified grading , premixed with bituminous binder VG-30 @ 5.2 Percent of mix & filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade level & alignmnet, rolling with smooth wheeled , vibratory & tandem rollers to achieve the desired compaction as per MORTH specifications clause No.507 complete in all respects

code23 - Dewatering the sewage/storm water by using required HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for One Pump. 10 HP pump

code24 - Providing, filling & laying of Sand bags filled with Sand / Clay for diversion of Sewage during execution of work

code25 - Removal of un-serviceable soil with disposal upto a suitable distance as directed by the Engineer incharge of work