Water Resources Department Tender
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Costs
EMD
₹ 1,50,000Document Cost
₹ 1,500Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_127847_4Bid Award Id
ViewTender No
16 dated 23.09.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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
((a)) Disposal/carraige from 0 upto 450m
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((b)) Disposal/ carraige additional beyond 450m upto 1Km katcha
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(c) Disposal/carraige for every additional Km upto 10Km katcha
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(d) Disposal/ carraige additional beyond 450m upto 1Km pakka
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(e) Disposal/carraige for every additional Km upto 10Km katcha pakka
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Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement)(a) 0-1.5mt. depth
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Dressing of Earth work ( NEW )
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Dismantaling of old lining and brick work in cement sand mortar.
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Dressing and preparation of sub grade for side slopes. b) Side Slpoe
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Providing and laying Cement concrete (M-15) sleepers in bed and side slopes below the joints of concrete lining mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications b) In Side Slope
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Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete
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Cement concrete lining 75mm. thick or less laid manually 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 TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) b) In Side Slope
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Providing and laying Cement concrete (M-15) for coping mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply ,carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications
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Filling of construction joints with sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mm depth
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Filling expansion joints with special impervious hot pour 12.5 mm wide including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications a) For 60 mm thick Slab of lining
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Providing and laying LDEP 150 micron over sleeper on construction joints and expansion joints complete in all respect as per design/drawing and PWD specifications
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Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
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Extra for Bitumen Painting @ 0.69 kg per Sqmt.
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Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications
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Ordinary distance marks (km stone) after every 1000 feet interval
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Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.
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Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.
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Adjusting new APM block in correct ‘y’ and fixing in position.
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C.C. 1:4:8 with brick ballast 40 mm gauge
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Brick masonry in 1:4 CSM
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RCC M20 for slab
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Bending binding and placing in position CTD bars Fe 500
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Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt
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Any other Item
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