Directorate Of Municipal Administration Tender

PWD SR 2024-25 Vol:1 P.NO.18 I.No: 2.11a - 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 specificatio

PWD SR 2021-22 Vol:12 P.NO.115, I.No: 2 - Form Work As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Drain form works consider 35%

PWD SR 2024-25 Vol:1 P.NO.16 I.No:2.4.2 - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - 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.

PWD SR 2024-25 Vol:1 P.NO.7 I.No: 1.9 - 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

PWD SR 2024-25 Vol:1 P.NO.15 I.No:2.1.4 - Providing and laying in position Plain Cement Concrete Mix 1:3:6 (M10) 20 mm nominal sizeaggregates 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

PWD SR 2024-25 Vol:3 P.NO.17 I.No:3.1 - Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work

PWD SR 2021-22 Vol:1 P.NO.8 I.No: 1.12 - 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

PWD SR 2024-25, Vol: 2, P.NO.17, I.No: 6.32 - Providing and constructing load bearing wall with Solid Concrete Blocks of size 400 x 200 x 200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications

PWD SR 2024-25 Vol:1 P.NO.7 I.No: 1.9 - 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

PWD SR 2021-22 Vol:3 P.No.27 I.No: 4.24 - Providing, laying, spreading and compacting graded tone 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 / ase course on well prepared surface and compacting with vibratory roller to achieve the desired density.

PWD SR 2021-22 VoL 3 P.NO. 137 I.No: 20.28 - 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 M20 (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 m3 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, akes, 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.

PWD SR 2024-25, Vol:2 P.NO.41 I.No: 8.3.2 - Providing 20 mm Cement Plaster of mix :1:6 (1 cement: 6 fine sand) to Brick/Stone Masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

PWD SR 2021-22 Vol:3 P.NO.15 I.No: 3.6 - 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 equirement of table No. 300-2