Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Eprocure
Opening Date5 Feb 2019
Closing Date11 Feb 2019
Tender Amount₹ 1,22,49,000
Costs
EMD
₹ 2,44,980Document Cost
Refer DocumentsTender 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
2019_PWD_11630_1Bid Award Id
ViewTender No
CS/GCD-I/SOPD(G)/2018-19/692Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement@ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mixed design, transported to the site, laid with a fixed form or slip form paver, spread , compacted and finished in a continuous operation includuing provision of contraction, expansion, construction and longitudinaljoints, joint filler, seperationmembrane, sealent primer, sealent joint , debonding strips dowel bar, tie rod, admixured as approved, curing compopund, finishing to lines and grades as per drawing. (Including carriage up to initial lead of 5Km. from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant.
372.54
-
9990.8
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Construction of Utility Duct : 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
42
-
120
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Construction of dry rubbl flooring at cross drainage works for relatively less important works
8.58
-
2288
... More
Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
5.7
-
5644
... More
Supplying, fitting and placing HYSD reinforcement in substructure
complete as per drawing and technical specifications. With other make ISI marked TMT rebar.
4.09
-
78525
... More
Plain/Reinforcedcement concrete, in sub structure complete as per
drawing and technical specification and steel shuttering formwork. (E) RCC Grade M25
23.88
-
9209
... More
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 specification
60
-
199
... More
Back filling behind abutment, wing wall and return wall complete as
per drawing and Technical specification
57
-
1420
... More
RCC Drain Cum Footpath: 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
292.16
-
120
... More
Construction of dry rubbl flooring at cross drainage works for relatively less important works
37.77
-
2288
... More
Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
25.38
-
5644
... More
Supplying, fitting and placing HYSD reinforcement in substructure
complete as per drawing and technical specifications. With other make ISI marked TMT rebar.
18.06
-
78525
... More
Plain/Reinforcedcement concrete, in sub structure complete as per
drawing and technical specification and steel shuttering formwork. (E) RCC Grade M25
136.05
-
9209
... More
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 specification
295.11
-
199
... More
Back filling behind abutment, wing wall and return wall complete as
per drawing and Technical specification
302.78
-
1420
... More
Load bearing drain: 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
82.8
-
120
... More
Construction of dry rubbl flooring at cross drainage works for relatively less important works
12.42
-
2288
... More
Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
8.28
-
5644
... More
Supplying, fitting and placing HYSD reinforcement in substructure
complete as per drawing and technical specifications. With other make ISI marked TMT rebar.
10.82
-
78525
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification including steel shuttering formwork (I) RCC Grade M20
50.42
-
7507
... More
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 specification
92
-
199
... More
Back filling behind abutment, wing wall and return wall complete as
per drawing and Technical specification. (B) Sandy materials
52.44
-
1420
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