Strengthening of Bituminous Road from NH43 to Amgaon OCP of Bishrampur Area for coal transportation for the mines Amgaon OCP, Ketki UG, Raher UG and Gayatri UG leading Jainagar siding and Kumda Siding with Length of 22.40 Kms including DLP of 5 years

Amount

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Embankment Construction with Material Obtained from Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.

Constrction of granular sub base by providing well graded material like crushed stone dust having CBR > 30, spreading in uniform layer with motor graded on prepared surface, mixing by mix in palce method with rotavater or palnt mix method at OMC and compecting with vibrotery rollers of 82 to 100 KN static weight to the achive the desired density complete as per clause 401 of specification.

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of 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 achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications : @ 0.25 kg per sqm (normal bituminous surfaces)

Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects, Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor : for GradingII(19 mm nominal size)

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification.for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications.

Total impact of GST for the purpose of CTC

M/S MPSBI-JV

SHREE RAM CONSTRUCTION COMPANY

AADITYA CONSTRUCTION

M/S CHANDRA CONSTRUCTION