Tender For Strengthening Of Alichikudi Nalanthethu Road Km 0/0-2/068 At Melbhuvanagiri Block , Cuddalore District.Under Nabard 2025-26; 1 Strengthening of Alichikudi Nalanthethu Road Km 0/0-2/068 at Melbhuvanagiri Block 2 Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. 3 Km 0/0 - 2/068 4 Picking the existing black top/ WBM surface to 50 MM depthincluding labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification. 5 Km 0/0 - 2/068 6 Earth work excavation and depositing on bank within initial lead and lift OF Hard Stiff Clay, Stiff Clay Cotton, Hard Red Earth, Shales, Murrum, Gravel, Stoney Earth and Earth Mixed with Samall Size buolders SS 20A including laying and Spreading in layers of 250 mm loase thick each, sectioning watering and Compacting etc., Complete as per MOST 301-305. 7 Km 0/0 - 2/068 8 Providingand LayingUS Gravel including cost and conveyance Garvel form Approved Sources to worksite and stocking on road side to Departmental meric gauge fro premeasurement as directed including labour for spreading and Compacting etc., Complete ar per MORD Specification No.400. 9 KM 0/0 - 1/0 10 Km 2/0 - 2/0 11 Km 2/0 - 2/068 12 Providing and laying Spreading and compacting graded stone aggregate to wet Mix Macadam (WMM) Specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by Tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achive the desired density including cost of Materials Labour charges rentals for Machinary , Fuel and all other incidential charges etc., Complete. 13 Km 0/0 - 2/068 14 Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. 15 Km 0/0 - 2/068 16 Providing and laying tack coat over the WMM surface (Treated with primer) using 2.5 Kg ofbituminous emulsionRS-01 for 1 sqm. for preparatory to another Bituminous construction over it including cost of Material, labour charges, rentals for Machinary, Fuel and all other incidential cahrges etc., Complete. 17 Km 0/0 - 2/068 18 BM (Grade-II) 50mm Thick Using VG30Providing,laying 50mmconsolidatedthickBituminousMacadamusing 0.20cumof26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 19 Km 0/0 - 2/068 20 Providing and laying Bituminious concrete to 25, 30/40 MM Thick Using CMP(Grade-II) - Providing Bituminous Concrete to 40 mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 21 Km 0/0 - 2/068 22 Provision for Hm Stone 23 Provision for Km Stone 24 Provision for 60mm Equilateral Triangle Cautionary Sign Board 25 Provision for Road Marker/Road Stud with lens Reflector 26 Provision for Nameboard 27 Towards the charges for routlinemaintenance of the road work executedunder MGSMT including dressing of bermsby refilling the gully with the earth fromborrow pits, cleaning of wild seasonalgrowth on berms, destilting of side drainsand CD works, white washing guard stones,painting of KM, HM stones, parapets,cutting of branches of trees, refixingdisplaced guard stones, caution boards,speed limit boards etc., with the periodicityfor the above activities as prescribed in IRCSP-20:2002 and as directed by thedepartmental officers except for theconstructional defects which has to berectified by the contractor at his own cost For the First Year from the date ofcompletion of work 28 For the Second Year from the date ofcompletion of work 29 For the Third Year from the date ofcompletion of work 30 For the Fourth Year from the date ofcompletion of work 31 For the Fifth Year from the date ofcompletion of work 32 GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column BB for all works in this package}
