Directorate Of Municipal Administration Tender

code01 - Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling 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, usage& other appurtenances required to complete the work (Common SR 2023-16,volume-1(P.N.-5.IN-1.2)

code03 - 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 requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR 2023-24,volume-1(P.N.-16.N-2.4.2)

code07 - Providing and laying water proofing treatment to the Retaining wall, water retaining structures outside with fully bonded 1.6mm Thick SBS modified self-adhesive, cross laminated HDPE Valero lining waterproofing membrane, conforming to IS 16471 2017 Type A, requirements of UG waterproofing structures, The SBS membrane shall have Mass per Unit Area 1.8 Kgm2 as per ASTM D 5147, Puncture resistance 200 N as per ASTM E 154, Elongation 180 as per ASTM D 412-06, Tensile Strength 4 Mpa as per ASTM D 412- 06, Tear resistance 20 Nmm as per ASTM D 4073, Hydrostatic pressure 50M as per DIN 1048. The lap with HDPE membrane shall be 100mm treated with TS tape. followed by the installation of 8-10mm THK polyethylene dimpled drain board having compressive strength 400kNm2 (as per ISO 25619-2). The finished cost includes surface preparation, making coving and a coat of solvent based bituminous primer 0.25lm2 on entire surface before laying membrane completely as per specification .(Common SR 2023-24,volume-2(P.N.-154.N-15.20)

code02 - 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 rollerto achieve the desireddensity.(Common SR 2023-24,volume-3(P.N.-26.N-4.17)

code04 - Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification.(Common SR 2023-24,volume-1(P.N.-90.N-2.11)

code05 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(COMMON 2023-24P.NO.13 I No.6.2 VOL 2 )