Water Resources Department Tender
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Costs
EMD
₹ 5,52,760Document 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_130344_1Tender No
07/Rajasthan/FZR/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Carriage of earth surkhi,sand,earth,fly ash,bajri,ballast,stone boulders,kanker,& building rubbish eath etc.(0-16km)
18341.46
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Excavation of soil using hydraulic excavator & hydraulic tractor trolly i/c cutting and loading in trolly transporting to the embankment location with all lifts and leads ( disposal/carrigae upto 0 to 16 Km)
18341.46
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-
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
10335.87
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Dressing of Earthwork
7998.69
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Dressing of Dowel
1219.51
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
1461.98
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.0 mtr depth
1161.86
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Earth work in excavation in foundations, 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 sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.
194.61
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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification
18788.28
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Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
16955.28
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Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)
4341.35
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Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
74.51
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Extra bitumen painting at 0.69 Kg. per Sqm.
539.75
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Cement concrete lining 100 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer .
2194.54
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Filling Contraction Joint with sealing compound complete in all respect
2725.51
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Filling expansion joints with special impervious hot pour 12.5 mm wide.
10302.84
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Silt clearance of channels undressed and disposal of the same complete in all respect, as per instructions of the Engineer incharge including all leads & lifts, loading & unloading at proper place to be arranged by the agency/contractor himself.
1487.31
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Providing Tractor 24 H.P. for running 4” x 4” pumping set for open dewatering
330
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Providing & Fixing Distance Marks
4
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Providing & Fixing Outlets (Patrol bank)
2
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Providing & Fixing Boundary Pillar
8
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Providing safety ladders on side slopes of lining in cement concrete M-15 including fixing iron rungs 25 mm diameter of steel having anti-corrosive properties supported with 10 mm dia longitudinal bars, dismantling of existing lining, excavation of earth and disposal of earth and dismantled material with all leads & lifts at disposal site to be arranged by agency himself, including supply and carriage of cement at site of work, supply & carriage of steel, bending, binding and placing in position , supply & carriage of coarse sand and shingle from approved quarry & curing complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.
2
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