Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Mar 2025
Closing Date4 Apr 2025
Tender AmountRefer Documents
Costs
EMD
₹ 13,36,419Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2386_1Bid Award Id
ViewTender No
SGMD/CMCSRDP-II/24-25/69Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachalpwd.org
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BOQ Items
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SH:2-FORMATION CUTTING
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Excavation in Soil by Mechanical Means
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 lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
206338.61
10
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Excavation in Ordinary Rock by Mechanical Means
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.)
29130.16
10
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Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
7282.54
10
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SH:III-Cross Drainage
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(SH :- RCC Slab Culvert 1.00 m Span - 1.50m height )=19.00 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.)
l.Ordinary soil
A.Manual Means
i. upto 3 m depth
1693.47
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.)
451.44
10
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
(B)Coursed rubble masonry (first sort )
1312.33
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
13.68
100
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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
42.56
100
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
10.79
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
380
10
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
61.94
10
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(SH :- RCC Slab Culvert 2.00 m Span - 2.00 height)=15 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.)
l.Ordinary soil
A.Manual Means
i. upto 3 m depth
1390.5
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.)
356.4
10
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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 )
1117.5
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
14.4
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
77.7
100
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
11.18
10
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
378
100
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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
840
10
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(SH :- RCC Slab Culvert 4.00 m Span - 4.0m height )=6.00 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.)
l.Ordinary soil
A.Manual Means
i. upto 3 m depth
855.9
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.)
222.12
10
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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 )
1263.78
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
5.76
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
81.72
10
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
8.84
10
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
393.12
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
336
100
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SH:IV - Katcha Side Drain 7.700 km
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
i.Ordinary Soil
A.By Manual Means (Depth upto 3 M)
2725.8
10
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ii.Ordinary Rock by Mechanical Means
A.By Manual Means (Depth upto 3 M)
1894.2
10
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