Sr no/b6/V S AREA DURG CITY RAIPUR/64-02/26-27/1898/raipur/23.06.2026

Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300.

Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. A. Plant Mix method ( With Mechanically crushed stone only) (b) For lower sub base with (ii) Grading - VI material

Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum

EXECUTIVE ENGINEER

DESCRIPTION OF ITEMS

Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300.

Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. A. Plant Mix method ( With Mechanically crushed stone only) (b) For lower sub base with (ii) Grading - VI material

Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum

EXECUTIVE ENGINEER

DESCRIPTION OF ITEMS

Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300.

Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. A. Plant Mix method ( With Mechanically crushed stone only) (b) For lower sub base with (ii) Grading - VI material

Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil Up to 3 m depth

Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15

Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20

EXECUTIVE ENGINEER