Directorate Of Municipal Administration Tender

code04 - 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. Sl. No.3.7, Page No.17 of PWD SR 2023-24 of Volume 3.

code05 - 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. Wet Mix Macadam (Plant Mix Method) Sl. No.4.17 Page No.26 of PWD SR 2023-24 of Volume 3

code06 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification). Precast Cement Concrete Interlocking Blocks. Sl. No.6.8.1, Page No.51 of PWD SR 2023-24 of Volume 3.

code07 - 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge.Sl. No.11.25.2, Page No.84 of PWD SR 2023-24 of Volume 2.

code08 - Providing and fixing of Sadarahalli Granite benches with back rest Using supporting piece 2 Nos. of si(0.6x1.20x0.05) mtr Sadarahalli granite to cutting to required shape and sitting slab size (1.55x0.45x0.05) mtr and finaly back rest supporing the two piece on size (1.55x0.15x0.05) mtr including grooves, Nosing Chamfering, Design of cuting, lining, Metal paste gum, Electrification charges and smooth finish complete, including cost of materials, labour, transporting charge, complete as per specificaton.(Data rate Approved by S.E, MCC, Mysuru)

code09 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Sl. No.11.60, Page No.95 of PWD SR 2023-24 of Volume 2.

code10 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sl. No.8.40, Page No.48 of PWD SR 2023-24 of Volume2.

code11 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sl. No.8.39, Page No.48 of PWD SR 2023-24 of Volume2.

code12 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Sl. No.1.14.1 Page No.8 of PWD SR 2023-24 of Volume1.

code13 - 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Sl. No.2.1.3, Page No.15 of PWD SR 2023-24 of Volume 1.

code14 - 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 20 mm nominal size graded crushed coarse aggregates. Sl. No.2.4.2, Page No.16 of PWD SR 2023-24 of Volume1

code15 - Appendix I Additionalities for Formwork, Centering & Scaffolding. Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. These percentages are worked out based on empirical mathematical approaches & exhaustive studies on the common standard sizes of the type of the structure of Buildings, Irrigation works, Bridges, Water works etc. The use rate of shuttering material is considered at 40 repetitions and type of material to be used is steel centering. 2023-24 VOL.1 COMMON SR- PAGE : 111 - 112

code16 - The MOON WALKER made up of d100mm nbms pipes the substructures consists of 40mm nbms pipe and heavy duty bushes pivoted to 1 end and in walking motion. The footstep is made up pressed sheet metal of heavy gauge. It provides to side by side exercises position which deliver cardiovascular vascular benefits by simulating the running motion, although with straighter legs and no impact. The exercises completely the avoids the impact stress runners often experiences on feet, knees, hips and lower back. Many people cannot tolerate the jarring motion of jogging walking is a good alternative. But it does not stretch are fully activate the important muscle in the upper thigh the air walker improves both cardiovascular fitness and flexibility, exercise levels can be of 5 to 15 minutes duration. Experiment with various speed and different levels of stretch. The above equipment is duly powder coated With all lead and lift loading and unloading as per the direction of engineer in charge of works (Data rate Approved by S.E, MCC, Mysuru)

code17 - wheel rotation. They have large rotary wheels with adjustable resistance. The exercise The FUN STEERING made up of 100mm nb ns pipe. The sub structure consists of 25 and 20mm nb ms pipes and heavy duty bearing and bushes provided to ensure smooth and unloading as per the direction of engineer in charge of work. a for all ages. The above equipment is duly powder coated. With all lead and lift loading and unloading as per the direction of engineer in charge of works (Data rate Approved by S.E, MCC, Mysuru)

code18 - The HIP TWISTER made up of 100mm nb ms pipe. The sub structure consists of 32 mm nb ms pipes and heavy duty bearings and bushes provided to ensure smooth plate rotation. The standing plates are made up of pressed sheet metal of heavy gauge it benches in stretching the internal and external oblique's and adding emphasis on the Ne's 1 abdominals and extensor muscles of the spine. The above equipment is duly powder coated. With all lead and lift loading and unloading as per the direction of engineer in charge of works (Data rate Approved by S.E, MCC, Mysuru)

code19 - APPLE WHIRL is made up of A-class structure materials. The center shaft is made up of 100mm NB M.S pipe housing a set of ball bearing and taper bearing. The platform is made out of Aluminum antiskid platform 1.5 mm thickness. The height of the equipment 9 is 2.5' (After installation), spinning diameter of the equipment is 4'. The seats are made No's 1 up of recycled plastic. The above equipment is duly rod-oxide and painted in multi-color with foundation extension. (TRV 05) safe area is 8' x8' With all lead and lift loading and unloading as per the direction of engineer in charge of works (Data rate Approved by S.E, MCC, Mysuru)

code20 - APPLE WHIRL is made up of A-class structure materials. The center shaft is made up of 100mm NB M.S pipe housing a set of ball bearing and taper bearing. The platform is made out of Aluminum antiskid platform 1.5 mm thickness. The height of the equipment 9 is 2.5' (After installation), spinning diameter of the equipment is 4'. The seats are made No's 1 up of recycled plastic. The above equipment is duly rod-oxide and painted in multi-color with foundation extension. (TRV 05) safe area is 8' x8' With all lead and lift loading and unloading as per the direction of engineer in charge of works (Data rate Approved by S.E, MCC, Mysuru)

code21 - DUCK SWING is made up of A-class structure materials. The Structure is made up of 32mm M.S A-class pipes. The chains are of 25mm X 12mm X 5 num. The length of the 10 equipment is 8'. The ducks seats are made of fiber reinforced plastic. The above No's equipment is duly red-oxide and painted in multi-color with foundation extension, Safe area is 12" X 7With all lead and lift loading and unloading as per the direction of engineer in charge of works (Data rate Approved by S.E, MCC, Mysuru)

code22 - STD FRP SLIDE is made up of M.S A-class structure materials. The sliding portion is made up of Fiber reinforced plastic. The Structure i.e., the ladder is made up of (main) footings) 25mm NB and steps of 20mm NB M.S A- class pipes. The railings of the 12 ladder are made up of 20mm NB M.S A-class pipes. The height of the platform is 5' and the sliding span is 10. The above equipment is duly red-oxide and painted in malti-color with foundation extension With all lead and lift loading and unloading as per the direction of engineer in charge of works (Data rate Approved by S.E, MCC, Mysuru)