Public Works Department Tender

View complete overview of Nagaland PWD Tender

Public Works Department - PWD Tender

Civil Works Roads
Eprocure
Opening Date28 Oct 2019
Closing Date13 Nov 2019
Tender Amount₹ 12,11,47,924 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Unlined Surface Drains

7432

535104

72

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Subgrade preparation on shoulders

7822.18

6265566

801

... More
Granular Sub-Base grade 1

4180.5

18565600

4441

... More
Wet Mix Macadam (WMM)

6270.75

29698272

4736

... More
Prime and Tack Coat

-

-

-

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Prime Coat

27870

969876

34.8

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Tack Coat

27870

348375

12.5

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Dense Bituminous Macadam (DBM)

1393.5

17262678

12388

... More
Bituminous Course (BC)

836.1

11474636

13724

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Traffic and direction signs

-

-

-

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Retro-reflectorised Traffic signs Triangular 900mm side

10

96170

9617

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Direction and place identification signs upto 0.9sqm size

1.8

39402

21890

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Kilometre stones

-

-

-

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5th Kilometer Stones

1

6100

6100

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Ordinary Kilometer Stones

9

33930

3770

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Retaining Wall 3m height

-

-

-

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Excavation for Structures. (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 deteterious matter, dressing of sides a)

208.8

38836

186

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)complete as per drawing and Tec

10.44

98783

9462

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Stone masonry work in cement mortar 1:3 (1 cement: 3 coarse sand) in foundation complete as drawing and technical specification Clauses 1400 & 2200(Coursed Rubble Masonry); in stem wall and parapet wall

184.71

1939824

10502

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia Ac pipe, extendign through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical spec

130.54

105215

806

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Providing and laying of Filter media with granular materils/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size

41.77

127064

3042

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Retaining Wall 4m height

-

-

-

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Excavation for Structures. (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 deteterious matter, dressing of sides a)

82

15252

186

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)complete as per drawing and Tec

7.42

70208

9462

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Stone masonry work in cement mortar 1:3 (1 cement: 3 coarse sand) in foundation complete as drawing and technical specification Clauses 1400 & 2200(Coursed Rubble Masonry); in stem wall and parapet wall

156.8

1646713

10502

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia Ac pipe, extendign through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical spec

247.26

199291

806

... More
Providing and laying of Filter media with granular materils/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size

49.45

150426

3042

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Breast Wall 1.5m height

-

-

-

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Excavation for Structures. (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 deteterious matter, dressing of sides a) Ordinary soil Manual Means upto 3 m depth

146.88

27319

186

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)complete as per drawing and Tec

10.77

101905

9462

... More
Stone masonry work in cement mortar 1:3 (1 cement: 3 coarse sand) in foundation complete as drawing and technical specification Clauses 1400 & 2200(Coursed Rubble Masonry).

92.53

971750

10502

... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia Ac pipe, extendign through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical spec

293.76

236770

806

... More
Providing and laying of Filter media with granular materils/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size

32.31

98287

3042

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Hume Pipe Culverts of 1000 mm dia

-

-

-

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Excavation for Structures. (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 deteterious matter, dressing of sides a) Ordinary soil Manual Means upto 3 m depth

761

141546

186

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Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification Clauses 710.1.4 of IRC:78 and 2200 (Using granular material ).

273.4

916436

3352

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

93.6

885643

9462

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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed 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 . ); 1000 mm dia

112.5

1753087

15583

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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Clause 1400 (Square Rubble Coursed rubble masonry) (first sort) .

176.48

1853392

10502

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates; Apron

3.71

16201

4367

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RCC Slab culvert 3.5 m span

-

-

-

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Excavation for Structures. (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 deteterious matter, dressing of sides a) Ordinary soil Manual Means upto 3 m depth; Abutment and Wing Wall

53.24

9902

186

... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) for levelling course; Abutment and Wing Wall

2.44

23087

9462

... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Clause 1400 (Square Rubble Coursed rubble masonry) (first sort) ; Abutment, Wingwall and Parapet

28.88

303297

10502

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m; Slab

4.17

55369

13278

... More
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications

2.04

158726

77807

... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates.

3.03

13232

4367

... More
RCC Slab culvert 3 m span

-

-

-

... More
Excavation for Structures. (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 deteterious matter, dressing of sides a) Ordinary soil Manual Means upto 3 m depth; Abutment and Wing Wall

125.28

23302

186

... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) for levelling course; Abutment and Wing Wall

6.26

59232

9462

... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Clause 1400 (Square Rubble Coursed rubble masonry) (first sort) ; Abutment, Wingwall and Parapet

58.86

618147

10502

... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m; Slab

8

106224

13278

... More
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications

2.94

228752

77807

... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates.

9

39303

4367



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