Tender For Formation Of Bt Road Atselva Nagar 3Rd Road E-W,N-S,W-E,082013S193, Indra Colony Ad Colony Tank Road S-N,082013S189, Sanapiraty 1St Cross Road W-E,082013R1149, Bharathiyarnagar 1St Cross West To East,082013R1094, Bharathiyarnagar5thcrosseast To, Karur-Tamil Nadu
TDR : 48864256
Tender Notice
Corrigendum Details
BOQ
Expired
Karur
Tamil Nadu
Corrigendum : Tender For Formation Of Bt Road Atselva Nagar 3Rd Road E-W,N-S,W-E,082013S193, Indra Colony Ad Colony Tank Road S-N,082013S189, Sanapiraty 1St Cross Road W-E,082013R1149, Bharathiyarnagar 1St Cross West To East,082013R1094, Bharathiyarnagar5thcrosseast To
Due Date Extended for tenders closing on 07-05-2025.
Admin Corrigendum Date Extend
10-05-2025
3
28-04-2025
Corrigendum - Karur Corporation - Karurcorporation_Special Fund (SF) -2025-26 Roads
Date
07-05-2025
Name of Work: :Formation of BT Road atSelva Nagar 3rd Road E-W,N-S,W-E,082013S193, Indra Colony AD colony tank road S-N,082013S189, Sanapiraty 1st Cross Road W-E,082013R1149, BharathiyarNagar 1st Cross West to East,082013R1094, BharathiyarNagar5thCrossEast to West,082013S180,AVP Nagar Estate Garden South to North ,North to S,082013R1121,BharathiyarNagar cross Road 1 East to West,082013S179,Dhanalakshmi nagar cross road 1,082015R1192,Dhanalakshmi nagar cross road 2,082035R1193,Mullakatanur 5th cross road,082035S206,Teachers colonycross road 2 &3,082015S200 in Ward No:13,15 Zone 3 in Karur City Municipal Corporation (Package 3)
Sl. No.
Item Description
1
Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.
2
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
3
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
4
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications
5
Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications
6
Providing and laying 50 mm compactedthick dense bituminous macadamusing 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70bitumenfor premixing per 10 sqm including cost and conveyance of all materials toC M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction byVibratory roller tothe required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30tC M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.
7
Providing and laying Bituminous concrete to 30/40mm thickusing 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with45.27 kgs of 60/70bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) andfor premixing per 10 sqmincluding cost and conveyance of all materials toC M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm/ 30mm with mechanical paver to the specified grades and cross sections and compaction byVibratory roller tothe required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30tC M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.
8
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
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