Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Dec 2024
Closing Date27 Dec 2024
Tender Amount₹ 36,83,300 
Notes
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Description

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BOQ Items

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Construction of granular surface course by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with three wheel 80-100 kNstatic roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402

155.1

2628

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2) Construction of Tikirai Chapori Ali : 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.

318.72

1

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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 as per Technical Specification Clause 301.5. (a) Private land

917.02

258

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Construction of subgrade and earthen shoulders with approved material obtainedfrom borrow pits with all lifts and leads, transporting to site, spreading, grading torequired slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specificat ion Clause 303.1.(i) Private Land

169.58

339

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Construction of granular surface course by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with three wheel 80-100 kNstatic roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402

47.81

2628

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3) Construction of Gohain gaon Ali : 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.

1555.9

8

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Construction of granular surface course by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with three wheel 80-100 kNstatic roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402

234

2628

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Making up loss of material/irregularities on shoulders to the design level byadding fresh approved selected soil and compacting it with appropriateequipment at OMC upto a lead of 1000 m as per technical specification Clause

780

83

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4) Construction of BMP Line Road (Numoligarh T E): 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.

3900

8

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Construction of granular surface course by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with three wheel 80-100 kNstatic roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402

585

2628

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... More
Making up loss of material/irregularities on shoulders to the design level byadding fresh approved selected soil and compacting it with appropriateequipment at OMC upto a lead of 1000 m as per technical specification Clause

1950.27

83

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