Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 2,07,322Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDM1_2297_1Tender No
EE/UD/e-tender/2023-2024/2 dt.22/12/2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
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Providing laying and compacting Granular Base/Sub base with naturally occurring Sand Gravel Material free from organic or other deleterious constituent spreading with Motor Grader and compacted by rolling with power roller of 8 -10 tonnes capacity in layers not exceeding 150 mm (spread thickness).
540
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SH :- Construction of RCC Pipes Culvert NP-3 900mm dia
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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 with approved material. a) Mechanical Means (Depth upto 3m)
73.1
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. a) Granular materials
24.36
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Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level.
7.76
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry
33.74
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.) NP-3 Pipe - 900mm
10
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SH: Construction of 6.00 m span RCC Slab Culvert & River training work.
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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 utilizing the remaining earth locally for road work.)
167.6
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Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level.
32.72
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Plain cement concrete M 15 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m from ground/bed level i/c formwork.
192.11
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Reinforced Cement Concrete M-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position.
5
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Reinforced Cement Concrete mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement but including centering and shuttering laid in position. i) M-20
17.97
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification
2.29
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification
2.69
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specifications.
51.2
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical
40.41
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Curtain wall complete as per drawing and technical spefication.
27.27
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Gabion structure for Erosion Control, River Training works and Protection works (Providing and constructing gabion structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartment by cross netting, made from 4 m galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimensions of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire).
50.4
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