Directorate Of Municipal Administration Tender

code02 - 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 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 machinery, 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 (Pg No. 15, It No. 2.1.3 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)

code13 - 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)

code09 - 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, 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 Vol-3 Pg. No. 149 It. No.16.28, KPWD, SR 2023-24)

code10 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) (PWD SR Vol-3 Pg. No. 51 It. No.6.8.1. KPWD, SR 2023-24)

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)

code11 - 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. Upto 0.30m depth ( PWD SR Vol-5 Pg. No. 51, It. No.16.28.1, BWSSB, SR 2023-24)

code03 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 (Pg No. 16, It No. 2.3.1 VOL-1 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)

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 drainage 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)