Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date2 Apr 2024
Closing Date8 Apr 2024
Tender AmountRefer Documents
Costs
EMD
₹ 2,56,264Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PWDAP_1862_1Bid Award Id
ViewTender No
SGMD/NIT/KLG/2023-2024/12Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachalpwd.org
GEM & Bid Advisory Services
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BOQ Items
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Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
17279.39
-
100
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Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres (average lead 50 metres), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections).
10367.63
-
10
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Excavation in Hard Rock ( blasting prohibited) (Excavation for roadway in hard rock ( blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
A. Mechanical
6911.76
-
10
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SH:3 Cross Drainage
-
-
-
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SH :- RCC Slab Culvert 1.50m Span - 1.50m height=3.00 Nos
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
425.73
-
10
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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.)
107.7
-
10
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonry
140.49
-
10
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M20
Height upto 5m
1.62
-
10
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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
6.72
-
10
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.44
-
10
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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
60
-
10
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
a) Granular material
10.59
-
10
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SH :- RCC Slab Culvert 2.00 m Span - 2.00 m height=2.00 Nos
Excavation for Structure (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
459.36
-
10
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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.)
50.88
-
10
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonry
188.92
-
10
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M20
Height upto 5m
1.92
-
10
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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
10.36
-
10
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.49
-
10
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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
80
-
10
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
a) Granular material
75.6
-
10
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SH: Protection Wall
-
-
-
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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
308.24
-
10
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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.)
13.68
-
10
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonry
251.92
-
10
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Dry rubble Flooring
211.44
-
10
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
a) Granular material
160
-
10
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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
448
-
10
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SH:PAVEMENT=1.800 km
-
-
-
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GSB
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (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), for grading-I materials.
990.99
-
10
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WBM-II
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes 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.)
Grading- II (Using Screening Crushable type such as Moorum or Gravel)
Using Screening Type-B (11.2mm Agg.)
990.99
-
10
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SH:- RR Massonary Drain
Excavation for Structure (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
931.5
-
10
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonry
540.68
-
10
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