Water Resources Department Tender
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Costs
EMD
₹ 1,12,378Document Cost
₹ 2,000Tender Fee
₹ 5,900
Summary
Concrete Lining Of Arnauli Disty. From Rd 78000-79000 Including Reconstruction Of Vr Bridge Cum Fall Rd9000 Of Thakargarh Minor And Headregulator Of Thakargarhminor Off Taking At Rd78000 Of Arnauli Disty Andcross Regulator At Rd78000 Of Arnaulidisty
Description
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Contact
Tender Id
2025_WR_132734_2Tender No
22/2024/25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Excavation of soil (any type) using hydraulic excavator and CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 30 mtr.
179.44
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Dressing of Earthwork (New work or remodeling work.)
104.78
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Dressing side slopes and preparation of sub grade for lining
1291.21
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Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes
1516.41
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
26.6
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Filling expansion joints with special impervious hot pour 12.5mm wide.
21.01
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Filling of construction/Contraction Joints with sealing compound including supply, carriege of material complete in all respect as per design/ drawing and PWD specifications
460.64
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Extra bitumen painting at 0.69 per sqm (on sleeper)
94.79
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Providing & laying 150 micron Polyethene Sheet over sleeper
9.56
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Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing. 0-1.50 mtr depth.
396.96
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Cement Concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
0.73
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Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
3.6
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Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.
170.89
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Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.
2.29
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect.
0.1
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Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete.
179.91
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC M15 Grade
1.55
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Supplying and lying dry brick ballast.
1.49
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Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.
17.15
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Plain/Reinforced cement concrete grade M25 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.
285.29
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Plain/Reinforced cement concrete grade M20 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.
3.36
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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 (For Trapozoidal Section and Cup Section of all radius) For bed and side slopes
81.83
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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 (For Trapozoidal Section and Cup Section of all radius) For sleepers
5.41
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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 (For Trapozoidal Section and Cup Section of all radius) For coping
13.44
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Providing & fixing MS ISA and Flat as per design and drawing complete in all respect
36
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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on woodwork , metallic or plastered , concrete surface to give an even shade
8.71
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Applying priming coat with metal primer on new steel or iron work including preparation of surface
8.71
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Ordinary jungle clearance of both banks of running Disty. Minors and Drains including boundary road with discharge upto 1.5 cumecs.
0.3
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Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all location with all lifts and leads avg leads 12.15 km (first 12.00 km pucca, last 0.15km katcha)
292.31
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Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.
16.23
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Dag Belling single kassi stroke minimum 7.5 cm depth complete in all respect
0.3
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Dressing of Dowel along water carrying in addition to payment for dressed earth work
304.88
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Supplying , fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specification
6.62
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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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