Water Resources Department Tender
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Costs
EMD
₹ 4,30,000Document Cost
₹ 1,500Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_119355_6Bid Award Id
ViewTender No
31/2023-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. upto 3.00-4.50 mtr
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Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as perIS code IS 458-2003 into trenches for alldepths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. i/d 600mm
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Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as perIS code IS 458-2003 into trenches for alldepths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. i/d 500 mm
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Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of renches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres
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cement concrete 1:4:8
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Cement concrete 1:2:4
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Shuttering for concrete faces
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First class burnt brick work laid in cement sand mortar 1:4
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10 mm thick Cement Plaster 1:3 on Side Walls
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10 mm thick Cement Plaster 1:2 on Floors
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RCC slab 1:2:4 with 60 kg steel per cum
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Providing & fixing of Jungla & Man hole complete
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Providing & placing of Steel foot steps complete
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Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as perIS code IS 458-2003 into trenches for alldepths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. i/d 150 mm
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Providing & fixing alfa valve dia 600 mm dia with lifting arrangement to open/shut the pipeline
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Providing and Fixing Alfa Valve dia 600 mm
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Providing & fixing alfa valve dia 500 mm dia with lifting arrangement to open/shut the pipeline
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Providing and Fixing Alfa Valve dia 500 mm
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Excavation in Soil (any type) using Hydraulic Excavator
CK 90 and Tippers with Disposal up to 450 metres.
Excavation for roadwork in soil with hydraulic excavator
of 0.9 cum bucket capacity including cutting and
loading in tippers, trimming bottom and side slopes, in
accordance with requirements of lines, grades and
cross sections, and transporting to the embankment
location within all lifts and lead up to 450m
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