Haryana Sarasvati Heritage Development Board Tender
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Haryana Sarasvati Heritage Development Board - HSHDB Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date18 Apr 2022
Closing Date9 May 2022
Tender Amount₹ 1,35,63,752
Costs
EMD
₹ 2,60,000Document Cost
₹ 15,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2022_HRY_217312_1Bid Award Id
ViewTender No
1313-32/4ATender Authority
Haryana Sarasvati Heritage Development Board ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
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Documents
BOQ Items
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Providing and laying dry brick on edge flooring in required pattern with bricks sqm 104 426 531
of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.HSR 10.34
193.31
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on plan), including dressing
of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. HSR 4.14
556.87
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PCC Grade M15 (with concrete Mixer) including centring and shutring. Height up to 5m. HSR 27.5
491.32
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Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: cement mortar 1:3
214.28
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RCC grade M-25 for sub structure i/c centring and shutring with batching plant Transit Mixer and Concrete Pump height upto 5 M. HSR 27.10.1.2
842.05
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Providing and fixing in position 20 mm thick
premoulded joint filler in expansion joint for fixed
ends of simply supported spans not exceeding
10 m to cater for a horizontal movement up to 20
mm, covered with sealant complete as per
drawing and MoRT&H specifications.HSR 27.51.3
48.62
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-
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150 mm dia PVC pipe. HSR b0242
6
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Back filling behind abutment, wing wall and return wall complete as per drawing and MoRT&H Specification .Sandy material.HSR 27.16
113.89
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Providing and laying Pitching on slopes laid over
prepared filter media induding boulder apron
laid dry in front of toe of embankment complete
as per drawing and Technical specifications.HSR 35.6
92.46
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Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints,
spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.HSR 6.34.6
78631
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Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling HSR 17.8.1
478.62
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Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree. 900mm HSR 21.95.8
20
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Providing weep holes in Brick masonry/Plain/
Reinforced concrete abutment, wing wall/ retum
wall with 100 mm dia AC pipe, extending through
the full width of the structure with slope of 1 V
:20H towards drawing force. Complete as per
drawing and MoRT&H Specifications. HSR 27.15
49
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Demolishing dry brick on end edging pitching in
floors, drains etc. including stacking of serviceable
material and disposal of unserviceable material
within any lead.HSR 17.75
73.46
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Credit of brick work.
193.31
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Credit of pipes as per item no.18 @ 80% of supply rate
20
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