Detailed Project Report for the work of Strengthening of Arpakkam road to Lakshmipuram road -km 0/0-0/0-0/960 in Porkunam Panchayat at Thurinjapuram Block of Tiruvannamalai District. (R267).

Amount

Strengthening of Arpakkam road to Lakshmipuram road -km 0/0-0/0-0/960 in Porkunam Panchayat

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,Light jungle ,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.

Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

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 achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Applying tack coat over Un Primed WMB/ WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.

Applying tack coat over Un Primed WMB/ WMM surface at 2.5Kg / 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.

Providing and Laying Dense Bituminous Macadam (DBM) overlay using paver after repairs to cracks and pot holes filing, mixed in hot mix plant of drum type using paving Bitumen 60/70 penetration grade as per IS 73 and percentage of bitumen shall be 4 - 3.5% by weight of total mix aggregates shall conform to grading 1 of table 500 - 4 of clause 507 of MORT&H specifications with all leads and lifts etc., complete and as directed by the Engineer.

Providing and laying Bituminous Concrete (BC) based on Job Mix Formula mixed in hot mix plant of drum type in one layer for overlay as shown in drawing using paving Bitumen 60/70 penetration grade (IS : 73) and aggregates conforming to grading 2 of Table 500 - 15 of MORT& H specifications and BC shall be laid using sensor paver finisher to the required level, grade and compacting to atleast 98% of laboratory Marshall density as per clause 508 of MORT&H Specifications with all leads & lifts etc., complete and as directed by the Engineer.

Providing and Laying of Hot Appplied Thermoplastic compound 2.5mm thick including reflectorising glass Beeds @250Grams per sqm area thickness of 2.5mm exclussive of surface applied gless Beeds as per irc 35 the finished surface to be level ,uniform and free from streaks and holes etc complete as per MORTH Specification No 803

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 a

Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29m. Height for plance surfaces in all floors with all cross bracings using mild steel of size 90cm. X 60 cm. and 10 gauge stiffened, welded with mild steel angles of size 25mm x 25mm x 3mm for boarding laid over silver oak (country wood) joist of size 10cm. x 6.5 cm. dia spaced about 90 cm. center to center and supported by casuarinas props of 10 cm. to 13 cm. dia spaced at 75 cm. center to center etc., complete coplying with standard specification ans as directed for the following items.

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

Kannan Construction