Directorate Of Municipal Administration Tender

Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3) ROADS & BRIDES (Volume-3)2022 Item No 1.1,(A), Page 3 ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.

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 appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates.(Common SR (Volume -1)-2022 Item No.2.1.3, Page 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 (M20)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)(Common SR (Volume -1)-2022 Item No.2.4.2, Page No. 83) ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.

Supplying, Fitting and Placing un-coated TMT Fe 500 & above bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.(Common SR (Volume -3)- 2022 Item No. 9.3, Page no.71) ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Common SR (Volume-1) 2022 Item No 1.9 , Page 7) ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (ROADS & BRIDES (Volume-3)2022 Item No 3.1,Page 15) ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.

Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator(Common SR (Volume -3)-2022 Item No.3.4(ii), Page No. 15) ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(Common SR (Volume -1)-2022 Item No.1.8, Page No. 7) ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.

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 -V Material(Common SR (Volume -3)- 2022 Item No. 4.1, (ii).2 Page 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.( ROADS & BRIDES (Volume-3)2022 Item No 4.27 ,Page 24) ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.

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, 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. - For Grading -V Material(ROADS & BRIDES (Volume-3) 2022 Item No. 20.29 ,Page 138) ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.

Providing and applying primer coat with SS1 grade Bitumen Eulsion 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. ROADS & BRIDES (Volume-3)2022 Item No5.1 ,Page 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 @ 3.4% 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.(ROADS & BRIDES (Volume-3)2022 Item No5.8 (C) i ,Page 31) ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.

Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.(ROADS & BRIDES (Volume-3)2022 Item No21-A. (3) ,Page 145) ---- 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 ituminous 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.(ROADS & BRIDES (Volume-3)2022 Item No21-A (1) ,Page 145) ---- Including all lift and lead charges etc., As per the instructions of Engineer-in-charge.