Directorate Of Municipal Administration Tender

code04 - 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

code05 - Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1 4 1 cement 4 coarse sand C.I. cover with frame light duty 455 610 mm internal dimensions total weight of cover with frame to be not less than 38 kg weight of cover 23 kg and weight of frame 15 kg R.C.C. top slab with 1 1.5 3 mix 1 cement 1.5 fine sand 3 graded stone aggregate 20 mm nominal size foundation concrete 1 5 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size inside plastering 12 mm thick with cement mortar 13 1 cement 3 coarse sand finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design Inside dimensions 455 610 mm and 45 cm deep for single pipe line With common burnt clay non modular bricks of class designation 3.5 V 2 i.no. 13.53 page no 126

code06 - Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of Buildings bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools & other appurtenaces required to complete the work.

code07 - 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 inlayers not exceeding 150 mm thickness well compacted using plate vibrators including all lead lifts cost of all materials of quality labour Usage charges ofmachinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1 4 8 Using 40 mm nominal size graded crushed coarse aggregates

code08 - 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

code09 - FORM WORK Cement Concrete Drain Walls PWD SR for Buildings VOL I for the year 2023 24. Addendum 1 Sl No 4 P No 111

code10 - 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

code11 - Earth work in surface excavation by manual means for lowering levelling the ground by chiselling and wedging in Hard rock for all works other than foundation depth not exceeding 100 mm as per drawing and technical specifications including setting out barricading caution lights dressing of excavated surfaces disposing off the excavated spalls stuff stacking the selected spall stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage other appurtenances required to complete the work.

code12 - Construction of Embankment by excavating the available approved Gravel Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead transportation to site spreading grading to required slope and compacting to meet the requirement complete as per specifications including cost of labour,rolling,water,all materials,usage all other appurtenaces required to complete the work.

code13 - 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 14 1 aggregate gradation after blending to be as per table 600 1 cement content not to be less than 140 kg m3 optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 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.

code14 - 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 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 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.

code15 - Loading and Unloading of Stone Boulder Stone aggregates Sand Kankar Moorum. Tipper 5.5 m3