Public Works Department Tender

View complete overview of Manipur PWD Tender

Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Nov 2024
Closing Date29 Nov 2024
Tender AmountRefer Documents 
Notes
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Costs

Summary

Improvement Of Road From Ngatam To Upper Khamsom

Description

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BOQ Items

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S.H : Providing & laying of GSB,WBM-I,II, SDBC and metal beam Crash barrier

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Providing laying and compacting Granular Base/Sub base with naturally occuring Sand Gravel Material free from organic or other deleterious constituents spreading with Motor Grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness)

14025

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Mechanical Means (a) Grading-I Using Screening Crushable type such as Moorum or Gravel

5362.5

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(b) Grading-II Using Screening Crushable type such as Moorum or Gravel

5362.5

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Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. (I) for Grading I (13 mm nominal size) (A) VG-30

2145

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Metal Beam Crash BarrierType - A, "W" : Metal Beam Crash Barrier(Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.)

192

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SH: Construction of 1.00 m span RCC Slab Culverts

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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 in Ordinary soil by Mechanical means depth upto 3 m.

1213.8

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Cement concrete 1:4:8 mix with stone aggregate 40mm. Nominal size in foundation size in foundation upto a depth of 1.5 metres below ground/ bed level and upto height of 1.5m. Above ground/bed level

232.6

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15. Height upto 5m

970.2

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Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 using batching plant, transit mixer and concrete pump for Abutment cap.

55

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Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 using batching plant, transit mixer and concrete pump for Slab.

41.8

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Supplying, fitting and placing HYSD bar reinfiorcement in super-structure complete as per drawing and technical specifications.

16.6

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

13.2

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SH: Construction of 2.00 m span RCC Slab Culverts

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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 in Ordinary soil by Mechanical means depth upto 3 m.

167.6

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Cement concrete 1:4:8 mix with stone aggregate 40mm. Nominal size in foundation size in foundation upto a depth of 1.5 metres below ground/ bed level and upto height of 1.5m. Above ground/bed level

61.68

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15. Height upto 5m

376.68

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Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 using batching plant, transit mixer and concrete pump for Abutment cap.

11

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Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 using batching plant, transit mixer and concrete pump for Slab.

14.18

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Supplying, fitting and placing HYSD bar reinfiorcement in super-structure complete as per drawing and technical specifications.

4.68

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

4.28

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SH: Construction of 5.00 m span RCC Slab Culverts

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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 in Ordinary soil by Mechanical means depth upto 3 m.

816.07

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Cement concrete 1:4:8 mix with stone aggregate 40mm. Nominal size in foundation size in foundation upto a depth of 1.5 metres below ground/ bed level and upto height of 1.5m. Above ground/bed level

51.47

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15. Height upto 5m

162.59

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Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 using batching plant, transit mixer and concrete pump for Abutment cap.

11

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Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 using batching plant, transit mixer and concrete pump for Slab.

32.34

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Supplying, fitting and placing HYSD bar reinfiorcement in super-structure complete as per drawing and technical specifications.

4.75

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

5.77

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SH : Construction of CC Retaining wall

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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. I . Ordinary soil B.Mechanical Means (i) Depth upto 3 m

135

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Cement concrete 1:4:8 mix with stone aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level.

16

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Plain concrete/reinforced concrete in sub-structure i/c cost of form work complete as per drawing and technical specification. (A) P.C.C M - 15 (i) height upto 5 m

138

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Providing weep holes in brick masonry/plain concrete / reinforced concrete abutment wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing & technical specification.

160.6

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SH : Construction of CC Breast Wall

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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. I . Ordinary soil B.Mechanical Means (i) Depth upto 3 m

231

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Cement concrete 1:4:8 mix with stone aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level.

16.2

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Plain concrete/reinforced concrete in sub-structure i/c cost of form work complete as per drawing and technical specification. (A) P.C.C M - 15 (i) height upto 5 m

194.25

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Providing weep holes in brick masonry/plain concrete / reinforced concrete abutment wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing & technical specification.

245

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