Directorate Of Municipal Administration Tender

Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

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-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

Compacting Original Ground Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310.-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -I Material-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

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 m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work. broom

Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.

Construction of Subgrade and Earthen Shoulders 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-----with all lead and lift including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer in charge of work.