Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Mar 2025
Closing Soon4 Apr 2025
Tender AmountRefer Documents
Costs
EMD
₹ 98,522Document 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
2025_PWDAP_2459_1Tender No
SGMD/RE/01/W-13/2024-25/70Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachalpwd.org
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Documents
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.)
12709.21
10
-
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Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
6354.54
10
-
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SH:II-Cross Drainage
-
-
-
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(SH :- RCC Slab Culvert 2.00 m Span - 1.50 height)=3 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
278.1
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.)
72.3
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 )
259.95
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
2.88
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
15.54
10
-
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.24
10
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
157.95
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
120
10
-
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SH:III-Kutcha Side Drain for 1000 mtr length
-
-
-
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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)
276.1
10
-
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Ordinary Rock by Mechanical Means
A.By Manual Means (Depth upto 3 M)
191.9
10
-
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