Water Resources Department Tender
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Costs
EMD
₹ 9,84,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_119115_1Bid Award Id
ViewTender No
19/2023-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Excavation in Soil (any type) using HydraulicExcavator CK 90 with hydraulic excavator of 0.9cum bucket capacity including cutting, trimmingbottom and side slopes, in accordance with requirements of grades and cross sections, including all lifts and combined lead upto 30m
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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads
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((a)) Disposal/carraige from 0 upto 450m (Kacha)
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((b)) Disposal/ carraige additional beyond 450m upto 1Km (Kacha)
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((c)) Disposal/carraige for every additional Km upto 10 Km (Kacha)
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((b)) Disposal/ carraige additional beyond 450m upto 1Km (pucca)
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((c)) Disposal/carraige for every additional Km upto 10 Km (pucca)
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Dressing of dowel along water carrying channel in addition to payment for dressed earthwork
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Excavating conglomerate for Drains and Bed Sleepers under the lining.
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Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing watering, rolling as per specificaitons for compaction
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Dressing of New Earth work
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 0 to 1.5 m depth
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 1.5 to 3.0 m depth
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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 trenches, 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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Dressing side slopes and prepration of sub grade for linning
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Dressing bed and prepration of sub grade for linning
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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes
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Cement concrete lining 100mm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km( for vertical height up to 2m)
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Cement concrete lining 100 mm thick or less with mechanical paver for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (for vertical height above 2.0 m but upto 3.50 m)
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Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km( For trapezoidal Section and cup section of all Raddi)
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Filling Contraction/construction Joint with sealing compound complete in all respect
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Filling Expansion Joint with special impervious hot pour 12.5mm wide.
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Extra bitumen painting over concrete surface at joints @ 0.69 Kg per sqm
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LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loadingunloading of all material complete in all respect as perPWD specification andEngineer in Charge
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Dismantling brick work, tile masonry or tile lining (in cement mortar)
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Providing and Fixing Distance Marks
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Providing and Fixing outlet (Patrolling and non patrollingSide)
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Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specifications.
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Deep pointing on brick work in 1:2 cement mortar.
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Crane 35 Tone
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Laying RCC (M-20) including supply and carriage of material to site of work complete in all respects as per PWD specifications in super-structure
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Laying RCC (M-15) including supply and carriage of material to site of work complete in all respects as per PWD specifications in super-structure
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TOR steel Reinforcement For RCC work including bending, binding and placing in position complete in all respects.
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Providing and laying sign boards on both sides
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Any other item
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Evaluation Notes How It Works ?
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