Directorate Of Municipal Administration Tender

code04 - 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 (Pg No. 18, It No. 2.11 h VOL-1 of PWD SR 2023)

code05 - Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainager of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. (Pg No. 176, It No. 17.12 VOL-2 of PWD SR 2023)

code06 - 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 (Pg No. 8, It No. 1.12 VOL-1 of PWD SR 2023)

code07 - 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. (PWD SR Vol-3 Pg. No. 17 It. No.3.7, KPWD, SR 2023-24)

code08 - 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 Vol-3 Pg. No. 26 It. No.4.17, KPWD, SR 2023-24)

code09 - 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 Vol-3 Pg. No. 51, It. No.6.8.2, KPWD, SR 2023-24)

code10 - Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.

code11 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinationsand cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:(Pg.No: 113, I.no:10.1.6, VOl-5 Water supply Common SR 2023-24) for 90mm dia, 6kg/sqcm & class 3

code12 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia, with body bonnet of Ductile Iron (DI) conforming to IS-1865 with the latest amendements and of grade GGG 40/50, shaft of stainless steel, wedget fully rubber lined with EDPM seals of NBR and the valuves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendements only. The stem sealing should be with toroidal sealing rings (minimum 2" o" rings), Body and bonnet should be coated with Electrostatically applied Epoxy powder coating with minimum coating thickness of 250 micron both inside and outside, the rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc., but excluding earth work, For PN-10: (Note: TP set should be considered only for DI pipes estimate, for MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rate of valves and provision for corresponding dia MS flanges should be made in the estimate) etc, complete. For sluice Valve of PN - 10.00 and 80mm (P.No.22, I.No.2.23.2, Volume-5 KUWS&DB 2023-24)