Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Eprocure
Opening Date2 Dec 2024
Closing Soon20 Dec 2024
Tender Amount₹ 2,16,84,000
Costs
EMD
₹ 4,34,000Document Cost
₹ 20,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_130819_3Tender No
NIT No 2039Tender 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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Dressing of earthwork.
45854.02
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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
1675.29
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m
653.83
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Dressing of Dowel
3667.17
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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.
563.94
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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
27214.42
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Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification.
2208.7
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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.
32129.47
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Cement concrete lining 10 cm thick or less with mechanical paver 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 with an average lead of 1 km. (for lining)
346.12
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Cement concrete lining 75 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 with an average lead of 1 km.( for lining cup)
1274.09
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Cement concrete lining laid manually for coping 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 with an average lead of 1 km. (For Coping) for coping
301.43
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Cement concrete lining 75 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 with an average lead of 1 km. for sleeper
262.1
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"Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)"
1039.38
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Filling Contraction/Construction Joint with sealing compound complete in all respect
9466.35
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Filling expansion joints with special impervious hot pour 12.5 mm wide.
173.45
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Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm
2163.93
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250 wide LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.
298.91
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Dag belling single Kassi stroke minimum 7.5 cm depth.
7.75
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Dismantling brick work, tile masonry or tile lining (in cement mortar).
2616.93
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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 Deduction for Credit Material old brick bat LINING (19.38) 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
23438.4
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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 Deduction for Credit Material old brick bat LINING (19.38) 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
23438.4
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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 Deduction for Credit Material old brick bat LINING (19.38) 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 lead from 1Km to 4.64Km
23438.4
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Sub Estimate : 1.1 - Outlet on petrolling side E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with ‘H‘ more than 0.5 m but upto 0.9 m
1
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Sub Estimate : 1.1 - Outlet on petrolling side Dismantling O.F., A.P.M. Or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with ‘H‘ more than 0.5m but upto 0.9 m
1
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Sub Estimate : 1.1 - Outlet on petrolling side Extra labour for dressing bricks on O.F. and A.P.M. type outlets with ‘H‘ more than 0.5m but upto 0.9 m
1
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Sub Estimate : 1.1 - Outlet on petrolling side First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
7.95
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Sub Estimate : 1.1 - Outlet on petrolling side "Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)"
9.83
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Sub Estimate : 1.1 - Outlet on petrolling side Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.
0.26
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Sub Estimate : 1.1 - Outlet on petrolling side Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. position complete.
0.48
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CHAPTER NO. 10 CONCRETE (10.11) Cement concrete 1:4:8 ((a)) with stone ballast 20mm gauge (i) with stone ballast 20mm gauge
2.84
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CHAPTER NO. 10 CONCRETE (10.15) Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
0.6
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Sub Estimate : 1.2 - Outlet on non petrolling side E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' more than 0.5m but upto 0.9 m
3
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Sub Estimate : 1.2 - Outlet on non petrolling side Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' more than 0.5m but upto 0.9 m
3
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Sub Estimate : 1.2 - Outlet on non petrolling side Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m
3
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Sub Estimate : 1.2 - Outlet on non petrolling side First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
15.75
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Sub Estimate : 1.2 - Outlet on non petrolling side "Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)"
24.48
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-
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Sub Estimate : 1.2 - Outlet on non petrolling side Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.
0.78
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-
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Sub Estimate : 1.2 - Outlet on non petrolling side Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. position complete.
0.66
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CHAPTER NO. 10 CONCRETE (10.11) Cement concrete 1:4:8 ((a)) with stone ballast 20mm gauge (i) with stone ballast 20mm gauge
6.42
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CHAPTER NO. 10 CONCRETE (10.15) Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
0.75
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Sub Estimate : 1.3 - distance mark CHAPTER NO. 10 (10.12) Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
0.6
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Sub Estimate : 1.3 - distance mark CHAPTER NO. 10 (10.13) Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
0.12
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CHAPTER NO. 18 STEEL AND IRON WORK (18.18)Sub Estimate : 1.3 - distance mark STEEL AND IRON WORK Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
0.36
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Any Other
1
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