Directorate Of Municipal Administration Tender

PWD SR 2023-24 Vol.1 Page no.16 Item no 2.4.3 - Providing and laying in position Cement Concrete for all Sub structures ofbuilding, 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, onfirming 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 2023-24 Vol.1 Page no.16 Item no 2.4.3)

PWD SR 2023-24 Vol.1 Page no.18 Item no 2.11-h - 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 (PWD SR 2023-24 Vol.1 Page no.18 Item no 2.11-h)

SR 2023-24 P.No.111(Volume-1 - Addendum I ,Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Drain Walls 35% Percentage on finished rate of concrete per m3 (SL No-4)SR 2023-24 P.No.111(Volume-1)

SR 2023-24 P.No.112(Volume-1 - Addendum I ,Additionalities for Formwork, Centering & Scaffolding for Solid Slab Super Structure 20% Percentage on finished rate of concrete per m3 (SL No-1)SR 2023-24 P.No.112(Volume-1)

vol-5,16.3.7 - Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 with latest amentmentsusing ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to lineand level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack tocorrect 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.RCC NP3 pipe of 600mm dia

PWD SR 2023-24Vol.2 Page no.131 Item no 14.1.1 - 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) (PWD SR 2023-24Vol.2 Page no.131 Item no 14.1.1)

PWD SR 2023-24 Vol.1 Page no.7 Item no 1.1 - 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 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (PWD SR 2023-24 Vol.1 Page no.7 Item no 1.1)

PWD SR 2023-24 Vol.1 Page no.8 Item 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 2023-24 Vol.1 Page no.8 Item no 1.12)

PWD SR 2023-24 Vol.3 Page no.17 Item 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 requirement of table No. 300-2 (PWD SR 2023-24 Vol.3 Page no.17 Item no 3.6)

PWD SR 2023-24Vol.3 Page no.26 Item no 4.17 - Wet Mix Macadam (Plant mix method) 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. (PWD SR 2023-24Vol.3 Page no.26 Item no 4.17 )

PWD SR 2023-24Vol.3 Page no.149 Item no 16.28 - 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 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 evelling 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 & 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 2023-24Vol.3 Page no.149 Item no 16.28)

PWD SR 2023-24 Vol.3 Page no.51 Item no 6.8.2 - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (PWD SR 2023-24 Vol.3 Page no.51 Item no 6.8.2)

PWD SR 2023-24 Vol.2 Page no.58 Item no.9.4 - Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge (PWD SR 2023-24 Vol.2 Page no.58 Item no.9.4)

SR 2023-24 P.No.3,1.1a(Volume-3 - Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3) SR 2023-24 P.No.3/1.1a(Volume-3)