Municipal Corporation Tender
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Municipal Corporation - GHMC Tender
Civil And Construction
Road Construction
Opening Date14 Feb 2025
Closing Date17 Feb 2025
Tender Amount₹ 36,95,132
Costs
EMD
₹ 36,951Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
575837Tender No
52/EE/CIR-12/KZ/GHMC/2024-25,Dt: 14-02-2025 (Item No.1)Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://www.ghmc.gov.in/
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BOQ Items
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CC;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 etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete 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
260.76
6096
1589655.54
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CC;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. excluding centering charges complete, for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads.
195.57
5187
1014555
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CC;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.
130.38
1986
258952
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CC;Excavation for roadway in soil using manual means for carrying of cut earth with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD
912.66
313
286530
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CC;cutting of open BT road surface including stacking of excavated materials cost and conveyance etc complete
10.67
1127
12025
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CC;Dismantling of existing structures like concrete, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and initial lead (By Mechanical means)
26.23
1588
41661
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