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₹ 91,61,104 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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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

1245

83

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Gohain Gaon to Aila Mukh Bridge Approach Road

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-

-

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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

2460

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

369

2153

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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

1230

83

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NH-37 to Gaurisagar HS School(Padmadhar Bora Path)

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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

780

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

117

2177

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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

390

83

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Naki Dhua Tipomia Road

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-

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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

1500

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

225

2291

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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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Ujoni Chuk Path

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-

-

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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

1800

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

270

2306

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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

900

83

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Janamiri Bongaon to Ferrighat Connecting Road

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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

1350

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

202.5

2705

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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

675

83

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Bhadiaghat Conneting Road

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-

-

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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

2880

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

432

2730

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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

1440

83

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Fulpani Changmai to Neog Chuk

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-

-

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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

1320

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

198

2661

-

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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

660

83

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Construction 600mm dia Single Cell HPC: Earth work in exacavation for foundation upto 3m depth as per drawing and technical specifications,clause no.1104,including setting out construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved material.(I)Ordinary Soil(upto 3m)

30.09

127

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Bedding of pipe Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

1.5

1558

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Plain cement Concrete (1:3:6) nominal mix in levelling course below open foundation of Head Walls as per drawing & technical specifiction clause 1109

1.26

6036

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Providing and laying Reinforce Cement Conc. Pipe MP3 for Culverts on 1st class bedding of granullar material in single row, including fixing collar with morter 1:2 but excluding excavation,protection works, backfilling ,concrete and massonary works in head walls and parapets clause 1106. (B) 600mm Dia

7.5

3272

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Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109

11.45

7415

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Plastering with cement mortar(1:4),15mm thick on brick work in sub-structure as per technical specification clause 613,614 & 1204.

16.4

146

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Podumoni to Hatighuli Connecting Road

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-

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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

2564

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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

1222

83

-

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Construction 600mm dia Single Cell HPC: Earth work in exacavation for foundation upto 3m depth as per drawing and technical specifications,clause no.1104,including setting out construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved material.(I)Ordinary Soil(upto 3m)

30.09

127

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Bedding of pipe Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

1.5

1558

-

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Plain cement Concrete (1:3:6) nominal mix in levelling course below open foundation of Head Walls as per drawing & technical specifiction clause 1109

1.26

6036

-

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Providing and laying Reinforce Cement Conc. Pipe MP3 for Culverts on 1st class bedding of granullar material in single row, including fixing collar with morter 1:2 but excluding excavation,protection works, backfilling ,concrete and massonary works in head walls and parapets clause 1106. (B) 600mm Dia

7.5

3272

-

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Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109

11.45

7415

-

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Plastering with cement mortar(1:4),15mm thick on brick work in sub-structure as per technical specification clause 613,614 & 1204.

16.4

146

-

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Approach Road to Dikhow Bridge to Matiaghat Connecting Road

-

-

-

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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

2610

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

391.5

2509

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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

900.34

339

-

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Gogoi Hazarika Road

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-

-

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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

512.5

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

76.88

2663

-

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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

205

83

-

... More
Construction 600mm dia Single Cell HPC: Earth work in exacavation for foundation upto 3m depth as per drawing and technical specifications,clause no.1104,including setting out construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved material.(I)Ordinary Soil(upto 3m)

30.09

127

-

... More
Bedding of pipe Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

1.5

1558

-

... More
Plain cement Concrete (1:3:6) nominal mix in levelling course below open foundation of Head Walls as per drawing & technical specifiction clause 1109

1.26

6036

-

... More
Providing and laying Reinforce Cement Conc. Pipe MP3 for Culverts on 1st class bedding of granullar material in single row, including fixing collar with morter 1:2 but excluding excavation,protection works, backfilling ,concrete and massonary works in head walls and parapets clause 1106. (B) 600mm Dia

7.5

3272

-

... More
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109

11.45

7415

-

... More
Plastering with cement mortar(1:4),15mm thick on brick work in sub-structure as per technical specification clause 613,614 & 1204.

16.4

146

-

... More
Tipomia Lahon Gaon Connecting Road

-

-

-

... 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

637.5

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

95.63

2626

-

... More
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

255

83

-

... More
Construction 600mm dia Single Cell HPC: Earth work in exacavation for foundation upto 3m depth as per drawing and technical specifications,clause no.1104,including setting out construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved material.(I)Ordinary Soil(upto 3m)

30.09

127

-

... More
Bedding of pipe Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

1.5

1558

-

... More
Plain cement Concrete (1:3:6) nominal mix in levelling course below open foundation of Head Walls as per drawing & technical specifiction clause 1109

1.26

6036

-

... More
Providing and laying Reinforce Cement Conc. Pipe MP3 for Culverts on 1st class bedding of granullar material in single row, including fixing collar with morter 1:2 but excluding excavation,protection works, backfilling ,concrete and massonary works in head walls and parapets clause 1106. (B) 600mm Dia

7.5

3272

-

... More
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109

11.45

7415

-

... More
Plastering with cement mortar(1:4),15mm thick on brick work in sub-structure as per technical specification clause 613,614 & 1204.

16.4

146

-



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