Municipal Corporation Tender

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Municipal Corporation - GHMC Tender

Works
Civil And Construction
Road Construction
Opening Date21 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 27,58,463 
Notes
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Costs

Description

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CC road;Supplying of dish floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc. complete for finished item of work as directed by Engineer-in-charge of the work.

1450

58

84564

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CC road;Supply and placing of the M-30 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 400Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer,pumping and laying concrete, centering and vibrating, curing and finishing etc. complete, for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads.

208.5

5965

1243828

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CC road;Supply and placing of impermeable plastic sheet 125 micron thickness over cement concrete mix as a seperation membrane including cost and conveyance of all material and labour charge charges etc., complete.

1368.93

19

26010

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CC road;Supply and placing of the M-10 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 220Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete, centering and vibrating, curing and finishing etc. complete, including seigniorage charges and cost of steel and its fabrication charges for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads.

106

5029

533138

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CC road;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. with out Paver Finisher

75.23

1982

149171

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CC road;Manhole repair and raising upto a depth of 0.10 mt height over of 0.90mt circular sewer man hole with cement bricks in cm 1:4 including internal plastreng 20 mm thick cm 1:3 and external plasterng 12mm thick cm 1:3 with fine rendering including cost and fixing of Cl steps and fixing FC/ Cl cover and frame but excluding the cost of cover and frame. including the cost and conveyance of all materials at site complete and curing for 21 days complete all taxes seignarage charges as per specification etc complete.

21

581

12214

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CC road;Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD.

136.9

283

38873

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CC road;Cutting open C.C. road surface including stacking of excavated materials including hire charges of all tools and plants and all labour charges for finished item of work as directed by the Engineer - in - Charge.

208.5

2345

488933



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