Water Resources Department Tender
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Costs
EMD
₹ 2,52,941Document Cost
₹ 5,000Tender 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_122934_1Bid Award Id
ViewTender No
10/22A/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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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. (a) Disposal/carraige from 0 upto 450m
7491.37
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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
7491.37
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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. (c) Disposal/carraige for every additional Km upto 10Km
7491.37
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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.
7016.4
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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) 0-1.5mt. depth
2763.47
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Dismantling of old lining and brick work in cement sand and mortar.
803.35
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Dressing of Earth work ( NEW )
32390.78
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Dressing and preparation of sub grade for side slopes.
13663.36
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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 IN SLEEPERS
51.16
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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
16213.05
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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)
873.91
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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 IN COPING
164.67
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Filling of construction joints with sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mm depth
4761.92
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Filling expansion joints with special impervious hot pour 12.5 mm wide
132.44
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Providing and laying LDPE 150 micron over sleeper on construction joints and expansion joints complete in all respect as per design/drawing and PWD specifications
94.22
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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
1078.87
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Applying Bitumen Primer on side of Lining and top of sleeper for construction joint,etc. complete in all respects
671.43
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Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other matter, dressing of sides and bottom and backfilling with excavated surplus soil in ordinary soil (B) Mechanical means Depth upto 3 mtr
171.63
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Dismantling brickwork tile, masonary or tile lining in cement
15.85
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Dismantling concrete in lime concrete, cement concrete of 1:6:12 or leaner mix
1.87
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Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specifications (b) Sandy material
1.71
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Plain/Reinforced cement concrete in sub-structure
complete as per drawing and Technical Specifications RCC Grade M20 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
8.39
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Plain/Reinforced cement concrete in sub-structure
complete as per drawing and Technical Specifications RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
27.99
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical
Specifications.
2.58
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Cement concrete 1:4:8 (b) with stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type
5.97
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanical mixed placed in foundation and compacted by vibration including curing for 14 days
10.71
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entiresurface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
1.11
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Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets with 'H' more than 0.50 m but upto 0.90 m (including excavation, refilling, consolidation and dressing) .
3
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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling with 'H' more than 0.50 m but upto 0.90 m.
3
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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m.
3
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Cement concrete 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type
2.27
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
21.48
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RCC M-20 mechanically batch mixed with batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
1.53
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
27.4
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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.
3.74
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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
1.24
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Laying RCC 1:2:4 M-15 batch mixed stone ballast or shingle
0.75
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Bending binding and placing in position steel reinforcement 10 mm dia bars
0.44
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Any Other Items
1
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