Public Works Department Tender

View complete overview of Manipur PWD Tender

Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date1 Oct 2024
Closing Date16 Oct 2024
Tender AmountRefer Documents 
Notes
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Costs

Summary

Improvement Of Road From Keiphundai (on Nh-37) To Tousem 56.65 Km.

Description

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BOQ Items

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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 to 10 tone capacity in layers not exceeding 150mm (Spread thickness)

13604.66

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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. (A) By Manual Means. (ii) Grading-I (a) Using screening crushable type such as moorum or gravel.

4716.56

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(ii) Grading-II (a) Using screening crushable type such as moorum or gravel.

4716.56

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Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (A) By Manual Means.

62887.5

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Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 qm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309 of MoRTH specification. Excavated material to be used in embankment at site within a lead of 1000 metres A) Mechanical Means

15561

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Surface Drains in Ordinary Rock Construction of unlined surface drains of average cross sectional area 0.40 qm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309 of MoRTH speciftcation. Excavated material to be used in embankment at site. A) Mechanical Means

930

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(ii) (SH : Construction of 900mm diametre Pipe culvert )

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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. I. Ordinary Soil. A. Manual Means. (i) Depth Upto 3 m.

2936.54

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

274.66

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PCC 1:3:6 in Foundation (Plain Cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

896.14

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Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H toward drawing foce. Complete as per drawing and Technical specifications.

198.4

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

269.7

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Laying reinforced cement concrete pipes NP4/prestressed concrete pipe on first class bedding in single row. (Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.) (ii) NP-3 Pipe (b) 900 mm dia.

341

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(iii) (SH : Construction of 1m 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, 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

4237.76

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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.

540.74

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PCC 1:3:6 in Foundation (Plain Cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

2278.12

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Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position.

119

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. (i) M-20

90.44

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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification

24.26

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Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specification.

35.7

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Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H toward drawing foce. Complete as per drawing and Technical specifications.

1570.8

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

285.6

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(iv) (SH : Construction of 2m 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, 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

1764.91

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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.

186.84

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PCC 1:3:6 in Foundation (Plain Cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

842.94

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Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position.

31.5

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. (i) M-20

41.58

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

9.55

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Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specification.

12.29

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Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H toward drawing foce. Complete as per drawing and Technical specifications.

473.76

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

75.6

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(v) (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

812.7

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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.

72.24

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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

778.09

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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.

1006.51

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

541.8

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(vi) (SH : Construction of RR 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

2151

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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.

286.8

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Stone masonry work in cement mortar 1:3 for sub-structure complete as per drawing & technical specification

2216.73

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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

16.13

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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.

1216.35

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Back filling behind abutment, wing wall and return wall complete as per drawwing and Technical specification. A) Granular Material

860.4

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