Water Resources Department Tender
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Costs
EMD
₹ 70,220Document Cost
₹ 2,000Tender Fee
₹ 4,143
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
2023_WR_112072_1Bid Award Id
ViewTender No
E Tender Notice No-155Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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BOQ Items
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Any other Item
1
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Filling Expansion joint, with special bituminous material of size 20mm wide and approx 600 mm deep in bridge slab to provide for horizontal movements and vertical movement all as per approved drawings and specification.
22
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorized
representative ensuring compliance to the manufacturer's instructions
for installation.
4.72
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Supply of boulder stone as per departmental specification including digging, collection, all taxes, loading, unloading, stacking and re-carriage if any from Govt. approved quarry to stack yard& the work should be completed as per PWD specification, department design/drawings and also as per instruction of engineer in charge complete in all respects.
29.48
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Plain/Reinforced cement concrete in open foundation complete as per drawing and techinical specification RCC grade M20 Using Batching Plant Transit Minor and Concrete Pump
14.02
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25
Height upto 5m.Using
Concrete Mixer
45.14
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Providing and laying Shingle/Crushed stone filling jharries in blocks on Level surface & the work should be completed as per PWD specification, department design/drawings and also as per instruction of engineer in charge complete in all respects.
0.27
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Extra for rolling to specifications.
9.94
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Dismantling brick work tile, masonry or tile lining in cement
4.19
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Earthwork in excavation in foundation of bridges, culverts, buildings including handling of materials with a combined lead of 15 meters dressing of bed and side stacking the excavated soil from the edge of excavation and subsequent filling around:
- (a) For ordinary gravel soil involving pick work. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
80.82
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 with computerised batchmixing.
0.48
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Filling stone or spall on level . Supply and filling of 300 mm thick Graded Filter of fine sand below the 450x450x450 CCM-10 blocks
0.69
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
9.94
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(21.33) Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per
drawing and Technical
Specifications.
16.81
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Dismentalling Concrete, Cement Concrete plain 1:2:4 mix.Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
5.02
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Filling stones or spalls into crates and hand packing
29.48
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Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x
7.5 cm mesh.
196.54
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Crash Barriers Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.
25.1
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Back filling behind abutment, wing wall andreturn wall complete as perdrawing and TechnicalSpecification. Sandy material.
209.24
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(21.4) 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.
64.92
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