Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 75,91,157Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDM1_2518_1Tender No
CE/PWD/e-Tender/CRIF/2024-25/4 dt. 15/11/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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)
13200
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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
6600
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(b) Grading-II Using Screening Crushable type such as Moorum or Gravel
6600
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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
2475
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Metal Beam Crash Barrier
Type - 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.)
379
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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
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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.
17.11
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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 - 2 Nos.
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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.
335.2
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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
382.24
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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.
14.19
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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.
4.29
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SH: Construction of Bailey Bridge 50 feet span
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Sub Head no.1 :Main Bridge
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 (B) Mechanical Means (i) Depth upto 3 m.
1791.04
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Plain / Reinforced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M15 using batching plant and manual placing.
17.96
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. i) In foundation
7.3
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
25.05
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Plain / Reinforced Cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M35 using batching plant and manual placing.
207.48
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M35 (i) Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
161.51
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. F) RCC Grade M35(ii) Height 5m-10m . With Batching Plant, Transit Mixer and Concrete Pump
90.29
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical specification
1.54
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Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and technical specification.C) RCC Grade M40. Case II:- Using batching plant, transit mixer and concrete pump. (I) For Solid slab super structure, (i) Height upto 5m
6.36
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
33.6
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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 IV :20H towards drawing foce. Complete as per drawing and Technical specifications
97.86
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PCC M10 Grade leveling course below approach slab complete as per drawing and Technical specification
6.62
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. M30
12.6
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
47.52
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Assembly and launching of Bailey Bridge within a lead of 50m but excluding mechanical transport and cost of fixing of decking.
5
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Assembly and fixing of stiffened steel decking within a lead of 50m but excluding mechanical transport charges.
5
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Sub Head no. 2: Bailey Bridge Parts
Manufacture, supply and transportation of 50ft DS Construction Bailey Bridge of Load Class-40 R having carriage road-width 4.25 meters, duly Galvanized condition incl GST @18% and Transportation (Upto Work Site)
1
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SH: Construction of 1 nos of Bailey Bridge 140 feet span
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Sub Head no.1 :Main Bridge
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 (B) Mechanical Means (i) Depth upto 3 m.
1791.04
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Plain / Reinforced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M15 using batching plant and manual placing.
17.96
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. i) In foundation
7.3
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
25.05
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Plain / Reinforced Cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M35 using batching plant and manual placing.
207.48
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M35 (i) Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
161.51
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. F) RCC Grade M35(ii) Height 5m-10m . With Batching Plant, Transit Mixer and Concrete Pump
90.29
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical specification
1.54
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Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and technical specification.C) RCC Grade M40. Case II:- Using batching plant, transit mixer and concrete pump. (I) For Solid slab super structure, (i) Height upto 5m
6.36
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
33.6
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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 IV :20H towards drawing foce. Complete as per drawing and Technical specifications
97.86
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PCC M10 Grade leveling course below approach slab complete as per drawing and Technical specification
6.62
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. M30
12.6
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
47.52
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Assembly and launching of Bailey Bridge within a lead of 50m but excluding mechanical transport and cost of fixing of decking.
14
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Assembly and fixing of stiffened steel decking within a lead of 50m but excluding mechanical transport charges.
14
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Sub Head no. 2: Bailey Bridge Parts
Manufacture, supply and transportation of 140ft Extra-Width DDR Construction Bailey Bridge of Load Class-40 R having carriage road-width 4.25 meters, duly Galvanized condition incl GST @18% and Transportation (Upto Work Site)
1
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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
270
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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.
32
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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
276
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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.
325.6
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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
270.27
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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.
18.95
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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
227.27
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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.
287.5
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