Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for C/o Road From Nibi To Kurung Bridge Point To Connect Nyobia Co Circle Hq In, Kurung Kumey District (cmcsrdp-ii). in Kurung Kumey, Arunachal Pradesh. The bid opening date for this tender is 21-03-2025 and the last date for bid submission is 04-04-2025. Interested bidders for Public Works Department tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.
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
GEM & Bid Advisory Services
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BOQ Items
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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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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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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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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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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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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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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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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
8.84
10
-
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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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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
10.79
10
-
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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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(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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(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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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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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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(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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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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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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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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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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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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ii.Ordinary Rock by Mechanical Means
A.By Manual Means (Depth upto 3 M)
1894.2
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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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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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
11.18
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
-
... More
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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B. In Area of Thorny Jungle
2.56
100
-
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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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SH:III-Cross Drainage
-
-
-
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SH:2-FORMATION CUTTING
-
-
-
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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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