Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Dec 2024
Closing Date3 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 9,96,863Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDAP_2027_1Bid Award Id
ViewTender No
TD/W-12/CRIF/2024-25/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
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SH: Pavement works a) GSB (L= 6.54 KM) By Mix in Place Method
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Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.
3417.15
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Cross Drainage:- a) RCC Slab Culvert 1.00 Mtr Span 1.50 Mtr Height ( 11 Nos.)
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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 deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary soil A. Manual Means (i). upto 3 m depth
1069.53
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
213.29
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )
570.02
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
5.94
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
24.64
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
5.95
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
168.3
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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 towards drawing foce. Complete as per drawing and Technical specifications
308
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b) RCC Slab Culvert 2.00 Mtr Span 1.50 Mtr Height ( 5 Nos.)
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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 deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary soil A. Manual Means (i). upto 3 m depth
463.5
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
118.8
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )
425.75
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
4.8
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
25.9
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
3.73
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
263.25
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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 towards drawing foce. Complete as per drawing and Technical specifications
200
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c) RCC Slab Culvert 4.00 Mtr Span 2.00 Mtr Height ( 4 Nos.)
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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 deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary soil A. Manual Means (i). upto 3 m depth
427.2
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
93.12
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )
539.88
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
3.84
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
73.22
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
5.79
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
120.96
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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 towards drawing foce. Complete as per drawing and Technical specifications
240
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d) RCC Slab Culvert 6.00 Mtr Span 4.00 Mtr Height ( 2. Nos)
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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 deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary soil A. Manual Means (i). upto 3 m depth
327.36
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
21
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )
547.42
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
4.32
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
48.48
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
4.56
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
56.4
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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 towards drawing foce. Complete as per drawing and Technical specifications
48
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Protection Works a) Retaining Wall (L=176.00 M)
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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 deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary soil A. Manual Means (i). upto 3 m depth
678.13
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
30.1
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification b) Random Rubble Masonry
554.22
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Dry rubble Flooring
465.17
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
316.8
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b) Breast Wall (L=102.00M)
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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 deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary soil A. Manual Means (i). upto 3 m depth
313.96
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
34.88
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification b) Random Rubble Masonry
236.03
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Dry rubble Flooring
263.98
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
196.35
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SH:- Kutcha Drain( L=6.54KM)
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Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) A) Mechanical means
2616
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Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) A) Mechanical means
3924
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