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Tender For Providing Bt Road At Ward No.1, Veerappampalayam Colony To Vaaikkal Medu, Ward No.2, Mariyamman Kovil Back Side Street (Santhi House), Manjamandikkarar Street (Kumaran Nagar), Ward No.3,Atm Selvam House To Police Durai House, Ward No.4, Mudhali, Erode-Tamil Nadu

Town Panchayats-TP has published Tender For Providing Bt Road At Ward No.1, Veerappampalayam Colony To Vaaikkal Medu, Ward No.2, Mariyamman Kovil Back Side Street (Santhi House), Manjamandikkarar Street (Kumaran Nagar), Ward No.3,Atm Selvam House To Police Durai House, Ward No.4, Mudhali. Submission Date for this Tender is 22-11-2023. Road Work Tenders in Erode Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

40644955
Tender For Providing Bt Road At Ward No.1, Veerappampalayam Colony To Vaaikkal Medu, Ward No.2, Mariyamman Kovil Back Side Street (Santhi House), Manjamandikkarar Street (Kumaran Nagar), Ward No.3,Atm Selvam House To Police Durai House, Ward No.4, Mudhali
Open Tender
Indian
Tamil Nadu
Erode
22-11-2023

Tender Details

Providing Bt Road At Ward No.1, Veerappampalayam Colony To Vaaikkal Medu, Ward No.2, Mariyamman Kovil Back Side Street ( Santhi House ) , Manjamandikkarar Street ( Kumaran Nagar ) , Ward No.3, Atm Selvam House To Police Durai House, Ward No.4, Mudhaliyar Colony Street And Ward No.15, Odanilai East Streetin Arachalur Town Panchayat

Key Value

Document Fees
Refer document
EMD
INR 55000.0 /-
Tender Value
INR 55 Lakhs /-

BOQ Items

Name of Work: Providing BT Road At Ward No.1, Veerappampalayam Colony to Vaaikkal Medu, Ward No.2, Mariyamman Kovil Back Side Street (Santhi House), Manjamandikkarar Street (Kumaran Nagar), Ward No.3,ATM Selvam House to Police Durai House, Ward No.4, Mudhaliyar Colony Street and Ward No.15, Odanilai East Streetin Arachalur Town Panchayat
Sl. No. Item Description
1Earthwork excavation in all soils and sub soils except hard rock not requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
2Providing and laying Well Gravel to the specified thick including cost and conveyance ofWellgravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH
3Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401.
4Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadamspecification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin 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
5Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 502 of MORTH Rev-5
6Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
7Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumenfor premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 themix to uniform thickness of 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
8Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of2.36 mm & below with 45.27 kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 themix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M,Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
9Providing and laying of hot applied thermoplastic compound of 2.5mm thick including refllectorising glass beads @ 250grms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the Finished surface to be level, uniform and free from steaks and holes etc., complete as per MORT & H Specification No.803
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