Directorate Of Municipal Administration Tender

Providing and laying in position plain 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 machineries, curing, and all the other ppurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates DSR VOL NO 1 IT NO 2.1.3 PG NO 15 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

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 ranite/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 omplete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates DSR VOL NO1 IT NO 2.4.2 PG NO 17 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

Add 5% for (Additionalities) for formwork, centering & Scaffolding DSR VOL NO 1 PG NO 115 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/Superstructure complete as per Drawing and Technical Specifications. DSR VOL NO 3 IT NO 9.3 PG NO 71 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer : In area of light jungle DSR VOL NO 3 IT NO2.5.A PG NO 7 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

Scarifying the existing Granular surface to a depth of 50 mm By Mechanical Means : DSR VOL NO 3 IT NO 3.3 PG NO 15 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

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. DSR VOL NO 3 IT NO 3.7 PG NO 15 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

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 DSR VOL NO 3 IT NO 3. PG NO 15 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

Construction of granular sub-base by providing close graded Material, 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 -VI Material DSR VOL NO 3 IT NO 4.1 PG NO 19 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. DSR VOL NO 3 IT NO 4.27 (406)A PG NO 24 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

Providing and applying primer coat with SSI grade Bitumen Emulsion on prepared surface of granual base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

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 broom DSR VOL NO 3 IT NO 5.1.3.(i) PG NO 29 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

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 @ 3.3% 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 DSR VOL NO 3 IT NO 5.8.(iiC PG NO 31 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

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. DSR VOL NO 3 IT NO 21-A 1 PG NO 145 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : 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. DSR VOL NO 3 IT NO 8.15 PG NO 57 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.

Providing and fixing board displaying information, such 804 as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MORTH specification 804 DSR VOL NO 3 IT NO 21-C 4 PG NO 151 ---- Including all lift and lead charges etc., As per the Instructions of Engineer-In-Charge.