Construction of 2(two) Nos of Box culvert at Raidanguri village

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means (A) In area of non thorny jungle

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m Private Land

Construction of RCC Box Cell Bridge size 3.00m x 3.00m (2 cell) Earthwork in excavation for structures as per drawing and technical specifications 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 1) In ordinary Soil

Sand Fillling in foundation trenches as per drawing and technical specification

plain/reinforced concrete in open foundations complete as per drawings and technical specifications. II) PCC Grade M-15

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification III. RCC Grade M20 for height upto 5 m

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications a) R.C.C grade M 20 hight upto 5 m

Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings and technical specification

Supplying, fitting and placing TMT bar reinforcement in superstructrue complete as per drawings and technical specification

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications

Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification II) Sandy Material

Providing and laying curtain walls complete as per drawing and technical specification stoner masonry in cement mortar 1:3.

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centreto-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 40 kg beyond curtain wall

Construction of RCC Box Cell Bridge size 3.00m x 3.00m (1 cell) Earthwork in excavation for structures as per drawing and technical specifications 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 1) In ordinary Soil

Sand Fillling in foundation trenches as per drawing and technical specification

Providing concrete 1:3:6 nominal mixs in n foundations with crushed stone aggregate 40mm nominal size machanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

plain/reinforced concrete in open foundations complete as per drawings and technical specifications. II) PCC Grade M-15

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification III. RCC Grade M20 for height upto 5 m

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications a) R.C.C grade M 20 hight upto 5 m

Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings and technical specification

Supplying, fitting and placing TMT bar reinforcement in superstructrue complete as per drawings and technical specification

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications

Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification II) Sandy Material

Providing and laying curtain walls complete as per drawing and technical specification stoner masonry in cement mortar 1:3.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. II) for grading II material

Providing and fixing of Information Board

SRI MITHINGA NARZARY

MANOJ NARZARY