Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date18 Dec 2024
Closing Soon26 Dec 2024
Tender Amount₹ 49,04,150 
Notes
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Costs

Description

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Maintenance of Earthen shoulder (filling withfresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

750

83

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Construction of Palengi Dadhara to Araltoli Link Road Length-500m

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Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer

1875

8

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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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

281.25

2628

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Maintenance of Earthen shoulder (filling withfresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

750

83

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Construction of 1 no Dessang Deori Munda Gaon to Dessang Deroi Habijan Path (L-500m)

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Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer

1875

8

-

... More
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

281.25

2628

-

... More
Maintenance of Earthen shoulder (filling withfresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

750

83

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Construction of Girja Ghar to Haldhibari Path Length-500m

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Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer

1875

8

-

... More
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

281.25

2628

-

... More
Maintenance of Earthen shoulder (filling withfresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

750

83

-

... More
construction of Demow Prem Ghar Bosti to Kothalbari Koiri Bosti Path Length-500m

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Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer

1875

8

-

... More
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

281.25

2628

-

... More
Maintenance of Earthen shoulder (filling withfresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

750

83

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... More
construction of Thowra Jungli Line LPS to Saraswati Mandir Path Length-500m

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... More
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer

1875

8

-

... More
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

281.25

2628

-

... More
Maintenance of Earthen shoulder (filling withfresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

750

83

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