Municipal Corporation Tender
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Costs
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Refer Documents
Description
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Contact
Tender Id
508018Bid Award Id
ViewTender No
Short Tender Notice No.76/EE/CIR-18/KZ/GHMC/2023-24 Dt : 06-03-2024 (Item No.18)Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://www.ghmc.gov.in/
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BOQ Items
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Laying of 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.
74.25
5131
380999
... More
Laying of CC Road;Supply and placing of the impermeable plastic sheeting 125 micron thick over lean concrete mix as seperation membrane including all charges etc., complete
990
19
18810
... More
Laying of 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, 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.
148.5
6095
905164
... More
Laying of CC Road;Supply and placing of the M-20 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 350Kg/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.
16.5
5720
94388
... More
Laying of CC Road;Vacuum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8, atmospheres as per the standard procedure, floating with power floater,mechanical trawelling,finishing with sound edges and camers 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 ( As per Quatation).
990
75
74250
... More
Laying of CC Road;Curing compound, including Spraying at 0.25ltr/Sqm ( item-15,P-20/SSR 2019-20)
990
37
37125
... More
Laying of CC Road;Saw cut joints for freshly laid concrete pavement including all materials and labour charges etc complete
387
65
25155
... More
Laying of CC Road;Carting of Excavated material to a lead of 15 kms including loading and unloading all transportation charges etc complete
346.5
294
101909
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