Water Resources Department Tender
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Costs
EMD
₹ 2,14,871Document Cost
₹ 10,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WR_129967_1Tender No
57/22A/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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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
711.42
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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. (b) Disposal/ carraige additional beyond 450m upto 1Km (Katcha)
711.42
-
-
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. (b) Disposal/ carraige additional beyond 450m upto 1Km (Pucca)
711.42
-
-
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. (c) Disposal/carraige for every additional Km upto 10Km (katcha)
711.42
-
-
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. (c) Disposal/carraige for every additional Km upto 10Km (Pucca)
711.42
-
-
Extra for laying earth as per specifications for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D Specifications.
10339.49
-
-
Earth work for lip cutting for lining of
irrigation channels inclusive of all
allowance leads and dressing (as per earth work statement), 0-1.5 mt. depth
3790.21
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-
Dressing of Earth Work (NEW)
6653.5
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-
Dressing and preparation of sub grade for side slopes
18084.38
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-
Providing and laying cement concrete M-15 for SLEEPERS in bed and side slopesbelow the joints of concrete liming mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications
64.87
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-
Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared bed & side slopes before laying concrete.
18949.84
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-
Cement Conrete Lining 75 mm thick or less laid manually for irrigation channels, using cement conrete M-15 with cement content 325 kg/cum mixed in automatic computerised batching and 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) In side slopes
1071.08
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-
Providing and laying cement concrete M-15 for COPING mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers including supply carriage loading and unloading of material complete in all respect in PWD specifications
209.88
-
-
Filling of Construction/Contraction joints with sealing compound 12.5 mm
5865.45
-
-
Providing & laying LDPE 150 micron over sleepers on constructions joints and expansion joints complete in all respect as per design/drawing and P.W.D Specification
119.41
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-
shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and P.W.D Specification
1351.39
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-
Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.
891.46
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-
Dag belling single kassi stroke minimum 7.5 cm depth complete in all respect as per design/drawing and P.W.D Specification
5
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P & F Distance Marks after every 1000 feet interval as per attached Sub Estimate
17
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P & F Boundary Pillars as per Attached Sub Estimate
34
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-
Construction of Outlets FOR Tail Cluster
1
-
-
Construction of Outlets NON-PATROL BANK
4
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-
Any Other Items
1
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-
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