Bruhat Bengaluru Mahanagara Palike Tender

code04 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8 (M 7.5) Using 40 mm nominal size graded crushed coarse aggregates (P.No. 15, Sl.No. 2.1.2, Vol-1, 2023-24)

code05 - Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No. 16, Sl.No. 2.4.2, Vol-1, 2023-24) & (Page no.111 Sl.No.4 Vol-1)

code06 - 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 (P.No. 18, Sl.No. 2.11 h, Vol-1, 2023-24)

code07 - Providing and fixing pre cast solid cement concrete kerb stones made out of M20 with top and bottom width 114 and 165 mm respectively 400mm in length finished with CM 1:3 Plastering and finishing cutting including formwork, curing, Including cost of materials, labour charges of machinery, loading & unloading, lead and lift, transportation etc.,complete as directed by the Engineer in Charge of the work.(Approved Data Rate Excluding GST) Yelahanka Zone

code08 - Painting Two Coats on New Concrete Surfaces,Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (KWPD 2023-24, V-III, Item No.8.10, Page No.66)

code09 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) (Item no 5.1.1 Pg.no 9 of SR 23-24 Vol-2)

code10 - Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Item no 5.2 Pg.no 9 of SR 23-24 Vol-2)

code11 - Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. Vol-2. PWDSR 2023-24, Pno.44. ItNo.8.19.1.

code12 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (KWPD 2023-24, V-I, Item No.2.1.4, Page No.15)

code13 - Providing and fixing RCC Precast cover slab of 10 cm thick for drain in cement concrete M20 using graded granite jelly 20mm and down size with steel reinforcement, including form work, lift charges, curing and concrete finished surfaces on both sides etc, complete and as per drawing and the directions of Engineer incharge. (Approved Data Rate Excluding GST) Yelahanka Zone

code14 - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (P.No.12- I.No.2.19) & of PWD SR 23-24 Vol-3

code15 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & 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 & 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (P.No.8- I.No.1.12) & of PWD SR 23-24 Vol-1

code16 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.32 mm nominal dia pipes (P.No.122- I.No.13.32.4) & of PWD SR 23-24 Vol-2

code17 - 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 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 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. (P.No.49- I.No.6.1) & of PWD SR 23-24 Vol-3

code18 - 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, creed 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. (P.No.149- I.No.16.28) & of PWD SR 23-24 Vol-3

code19 - Cost of Haulage Excluding Loading and Unloading Taking output 25t load and lead 15km=250 t.km (V-III Page No.5, Item No.1.4 (ii) C SR 2023-24)

code20 - Supply and installations of IP66, 60 watts LED Solar street light with 5 Mtr long MS pole as detailed specification Housing ABS Anti-UV Plastic Housing with lance or reflector should not be less than 640*250*70mm,Solar Panel 6V 15W High-efficiency poly silicon (Co version rate 13%) tempered glass laminated,Battery Lithium iron phosphate battery (15Ah / 3.2V)Over Charge Protection Deep Discharge protection LED Chip 4000-4600lm BEAM Angle 120 Control panel Get dark will turn on, under sunshine will charge energy,5 Mtr Mild Steel Pole of dimension Bottom 2mtr Length 76mm OD and Top 3mtr 60mm OD With 3mm thickness,1mtr 42mm OD Single arm 15 deg welded or bracket to the pole. Base Plate size 220 mm x 220 mm welded at the bottom of the pole Painted with two coats of anti corrosive red oxide and Graffiti Grey . suitable for Solar Street Light, includes digging of 1 Mtr length and 0.30 Mtr dia,1:2:4 bottom concrete and 0.30 mtrs above ground level coping complete. (Approved Data Rate)