Corporation Of Chennai Tender
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Corporation Of Chennai Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Sep 2024
Closing Date26 Sep 2024
Tender Amount₹ 4,88,000
Costs
EMD
₹ 4,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CoC_485139_1Bid Award Id
ViewTender No
Z.O.III.C.NO. E1/Div24/20/2024Tender Authority
Corporation Of Chennai ViewPurchaser Address
-Website
http://http://www.chennaicorporation.gov.in/
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Documents
BOQ Items
... More
Providing and Laying Granular sub base (GSB) by provided coarse graded material confirming to ( table 400-1) 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 compacted with vibratory power roller to achieve the desired dry density to the required grade and cross slope as per drawings all others incidental charges etc.complete as per clause of 401 Morth Specification
29
64803
2234.61
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
23
59676
2594.61
... More
Providing And Laying Plain Cement Concrete Grade M15 (Nominal Mix) Using 20mm And Down Graded Iss Hard Broken Granite Metal Including Cost And Conveyance of All Materials To Site Including Costs of Crushed Stone Sand (M Sand), Cement And Labour Charges For Laying Compacting And Pumping Charges Curing And All Other Incidental Chrages Etc Complete In Accordance With Is 456 - 2954
12
104011
8667.65
... More
Providing And Laying Tackcoat Over The Existing Concrete Surface Using 3.0 Kgs of Bitumen Emulsion (Rapid Setting 1) Per 10 Sqm Area Including Cost of Bitumen At The Site Including Labour Charges For Preparing The Surface And Applying The Required Quantity of Bitumen Emulsion As Tack Coat Using Bitumen Sprayer Etc. Complete As Per Clause 503 of Mort &H Specifications.
115
2030
17.66
... More
Providing and laying Tack coat over the existing bituminous surface using 2.0 kgs of bitumen emulsion (Rapid Setting 1) per 10 Sq.m area including cost of bitumen emulsion at the site, including labour charges for preparing the surface, and applying the required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete as per Clause 503 of MoRT&H Specifications Rev.5
403
9796
24.31
... More
Providing and laying 50mm consolidated thick bituminous macadam using 0.20 cum for 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
115
52235
454.22
... More
Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
403
137346
340.81
... More
Carting away the surplus earth/debris to a lead of 16km. And dumping in the Corporation Land as directed during execution.
73
19327
264.76
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