Water Resources Department Tender
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Costs
EMD
₹ 1,20,584Document Cost
₹ 1,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_121481_1Bid Award Id
ViewTender No
04/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolly (pacca)
13027.56
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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolly (katcha)
13027.56
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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolly (pacca)
13027.56
-
-
Extra for carriage of earth/soil per km beyond 10km lead with hydraulic tractor trolly (katcha)
13027.56
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Extra for carriage of earth/soil per km beyond 10km lead with hydraulic tractor trolly (pacca)
13027.56
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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.
2568.51
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Dressing of Earth work ( NEW )
30016.69
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Dressing and preparation of sub grade for side slopes.
369.19
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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
398.46
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Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of
loadind and unloading of material complete in all respect (For Trapozoidal
Section and Cup Section of all radius) (for bed & Side Slope)
23.02
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Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported
to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping
2.54
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Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of
loadind and unloading of material complete in all respect (For Trapozoidal
Section and Cup Section of all radius) For Sleeper
3.89
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Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD
specifications
127.2
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Extra for Bitumen Painting @ 0.69 kg per Sqmt. Supply carriage of material complete in all respect
25.43
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Providing & laying 250 micron Polyethene Sheet over sleeper
4.73
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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
20.13
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Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road (Discharge 1.50 - 4.50 cum/s)
4.72
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Earth work of silt clearance of channels and drains:-Kassi (a) work undressed involving an average horizontal throw up to 2 metres and average vertical lift up to 0.5 metres
1506.24
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Basket work with a combined lead upto 7.50 metres undressed.
1506.24
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Dressing for sub-item (a) and (b) supra.
1506.24
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Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing (0-1.5 mtr)
83.6
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Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing (1.5-3.0 mtr)
23.1
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Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up
to 30 m.
63.25
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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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