Widening and Strengthening Work of Deoria Pakdi Road (ODR), Chainage 3.000 to 17.600 in District Deoria under RIDF-29 ( Including 5 Year Maintenance Work).

Amount

Excavation for roadway in soil with hydraulic excavator including cutting and loading in Tippers, Trimming bottom and side slope , in accordance with requiredment of lines , grade and cross section and transporting in the embankment location within all lifts and leads upto 1000m.

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.

Construction of embankment with approved materials obtained from barrow pits with all lifts and leads, transporting to site , spreading, grading to required slop and compacting to meet requirement of table 300-2.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Construction of granular sub-base by providing close graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

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. AS per Morth Specification no 406

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including with 1% Cement and 3.5% Emulsion by weight of Mix of WMM 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. AS per Morth Specification no 406

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects.As per Morth Specification Clause 505

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per Morth Specification no 503

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects.

CONSTRUCTION OF DRAIN. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material .

P.C.C. with M15 cement , coarse sand and 4 cm gauge Dalla grit including all taxes , royalty and including supply of martial , labour and T&P etc. required for proper completion of work as per direction of E/I .

Reinforcement cement concrete M20 for wall &slab etc. complete as per Drawing and Technical specification.

Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Maintainance of First Year (@1% of Total Amount of Civil Work .(Item no 1 to14)

Maintainance of First Year (@1.5% of Total Amount of Civil Work .(Item no 1 to14)

Maintainance of First Year (@2% of Total Amount of Civil Work .(Item no 1 to14)

Maintainance of First Year (@2.50% of Total Amount of Civil Work .(Item no 1 to14)

Maintainance of First Year (@3% of Total Amount of Civil Work .(Item no 1 to14)

SIDDHARTH CONSTRUCTION

JAI SHAKTI CONSTRUCTION

AJAY ASSOCIATES

M/S Prabha Construction Co

M/s PBC Infrastructure India Private Limited

M/s Jai Hanuman Construction

M/S JITENDRA SINGH