Water Resources Department Tender
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Costs
EMD
₹ 2,00,000Document Cost
₹ 1,500Tender Fee
₹ 5,900
Summary
Estimate With 10 Percent Enhanced Capacity ( With Concrete Lining) Of Dialpura Disty. From R.d. 0 To 10890 Off Taking At R.d 171440/l Of Ghaggar Branch.
Description
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Contact
Tender Id
2025_WR_132345_2Tender No
28 dated 03.01.2025Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
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Excavation of soil using hydraulic excavator and hydraulic tractor trolly I/C cutting and loading in trolly and transporting to the embankment locations including all lifts and leads
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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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Dressing of Earth work ( NEW )
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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 to 1.5m
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Dressing and preparation of sub grade for side slopes. b) Side Slpoe
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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)
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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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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
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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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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 b) For 60 mm thick Slab of lining
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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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Filling of construction joints sealing compound including supply carriage, of material complete in all respect as per design/drawing and PWD specifications
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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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Ordinary distance marks (km stone) after every 1000 feet interval
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Earth work involved in dismanteling outlet 'H' upto 0.50 mtr
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Adjusting new APM block in correct 'y' and fixing in position
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Dismanteling of APM of type outlet involved dismanteling cement masonry & RCC slab with 'H' upto 0.50 mtr
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Any other item
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