Municipal Corporation Tender
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Municipal Corporation - GWMC Tender
Civil And Construction
Road Construction
Opening Date10 Nov 2024
Closing Date19 Nov 2024
Tender Amount₹ 4,51,321
Costs
EMD
₹ 4,513Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
556264Tender No
41/EE-III/GWMC/CTN/17/eProcurement/Society/2024-25, Dt:04-11-2024Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://gwmc.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Laying of CC patches;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.
57.45
2623
150739.03
Laying of CC patches;Supply and Fixing in position of MS steel works like Window Grills, Compound Wall Grills, Iron Doors, Windows etc, including cost and conveyance of all material , labour charges for fabrication and fixing in postion etc,. Complete.
200
131
26386
Laying of CC patches;Providing Dry lean cement concrete Sub- base over a prepared sub-grade 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, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete for finished item of work as per MoRT&H (5th Revision) specification 1500,1700 & 601 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement.
57.45
3754
215724.18
Laying of CC patches;Carting of the Exavated earth upto a lead upto 5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge.
64.85
72
4708.11
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