MGSMT 2024-2025 Strengthening of the Road from Kottarai to Pilimisai Road Km 0 0 - 3 400 Alathur Block Perambalur District Package No TN 11 10

Amount

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including 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.., KM 0/000 - 3/400

Picking BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. KM 0/000 - 3/400

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10 metre and lift of 2 metre including all labour charges and incidental charges such as shoring, strutting, providing coffer dams,bailing out of water KM 0/000 - 3/400

Spreading the collected US gravel to watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers KM 0/000 - 1/000.

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 150mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete KM 0/000 - 3/400

Providing and laying PRIME COAT using slow setting emulsion bitumen Grade I at the rate of 7kg/10sqm over the WMM surface preparatory to another bituminous construction over it. KM 0/000 - 3/400

Providing and laying TACK COAT over WMM surface (treated with primer) using 2.5kg of bitumen emulsion RS-1 for 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., KM 0/000 - 3/400

Providing and laying bituminous macadam with hot mix plant using curshed aggregates of grading as per table 500.4 Premixed with bituminous, binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification clause 504 KM 0/000 - 3/400

Providing and laying Bituminious concrete to 25mm 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 KM 0/000 - 3/400

Provision for HM Stone charges etc complete

Provision for KM Stone charges etc complete

Provision for sign board 60cm Triangle Cautionary Board

Road Marking with Hot Applied thermoplastic compound with reflectorising Glass beeds on bituminous surface providing and laying of hot applied thermoplastic compound 2.5mm thick including reflecctorising Glass beeds at 250gms per sqm area ,thickness of 2.50mm is exclusive of surface applied glass beeds as per IRC 35 . The finished surface to level uniform and free from streeks and holes extra complete as per MORTH specification no 803.KM 0/0-3/400

Renavation of Causewy Kottarai to Pilimisai road @ Ch 1953m Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (grade), coarse an etc., complete

Towards cost and supply of Bitumen pad including all charges

Renavation of Causewy Kottarai to Pilimisai road @ Ch 2184m Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (grade), coarse an etc., complete

Towards cost and supply of Bitumen pad including all charges

Provision for Name Board Cum Citizen Board

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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

PCV Enterprises (BID ID -1079321)