Water Resources Department Tender
... More
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Costs
EMD
₹ 2,55,353Document Cost
₹ 2,000Tender 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_127865_2Bid Award Id
ViewTender No
04Tender 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 using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads. Disposal/Carriage from 450m to 1Km.
15639.85
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-
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Dressing of earthwork for new work or remodeling work.
30488.67
-
-
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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. (Supply and fixing Distance Marker).
4.1
-
-
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Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads, lead = 4.37 km including first 3.2 km pucca and last 1.17 km kacha. Disposal/Carriage from 3Km to 4Km.
15639.85
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-
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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e; Concrete R.C slab and cement masonary. with 'H' more than 0.50 m but upto 0.90 m. (Providing and Fixing APM Outlet on Non Petrolling side).
4
-
-
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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 deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. In Ordinary soil by Mechanical means depth upto 3 m.
141.11
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-
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
16028.62
-
-
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Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.
13770.15
-
-
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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per Sqm as on prepared bed and side slopes before laying concrete on bed and side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.
15869.17
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-
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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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. (Supply and fixing Distance Marker).
0.93
-
-
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (Providing and Fixing APM Outlet on Petrolling side).
7.74
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-
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Laying LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.
114.12
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-
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Ordinary jungle clearance of both banks of running distributaries, minors and drains with Discharge upto 9cum/s including boundary road Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. Discharge upto 1.5 Cum/sec.
4.23
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-
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Filling Contraction Joint with special impervious hot pour 12.5mm wide.
175.01
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-
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (Providing and Fixing APM Outlet on Non Petrolling side).
13.92
-
-
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Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads, lead = 4.37 km including first 3.2 km pucca and last 1.17 km kacha. Disposal/Carriage from 4Km to 4.37Km.
15639.85
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-
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). (Providing and Fixing APM Outlet on Non Petrolling side).
27.28
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-
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Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets (including excavation, refilling, consolidation and dressing) . with 'H' more than 0.50 m but upto 0.90 m. (Providing and Fixing APM Outlet on Non Petrolling side).
4
-
-
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M25 Height upto 5m using concrete mixer.
37.06
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-
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Sand filling in Foundation trenches as per drawing and Technical Specification.
43.03
-
-
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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (Providing and Fixing APM Outlet on Petrolling side).
0.45
-
-
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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (Supply and fixing boundary pillars).
0.81
-
-
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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. (Providing and Fixing APM Outlet on Non Petrolling side).
4
-
-
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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) (Lining + sleeper + coping).
1039.57
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-
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 With Batching Plant, Transit mixer and concrete pump.
Mixer and Concrete Pump.
17.08
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-
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Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type.
0.64
-
-
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Cement Concrete 1:4:8 with Stone Ballast 40 mm gauge mixing by mechanical means. (Providing and Fixing APM Outlet on Petrolling side).
2.49
-
-
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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (Providing and Fixing APM Outlet on Non Petrolling side).
0.52
-
-
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Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads, lead = 4.37 km including first 3.2 km pucca and last 1.17 km kacha. Disposal/Carriage from 2Km to 3Km.
15639.85
-
-
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). (Providing and Fixing APM Outlet on Petrolling side).
8.89
-
-
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. (0.25 ft= 7.6 cm (min wt 68 kg)).
2
-
-
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in foundation and plinth. (Supply and fixing boundary pillars).
1.08
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-
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Earthwork for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (From 0 to 1.50 mtr depth)
3671.52
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-
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Filling Contraction joint with special impervious Hot Pour as per PWD specifications and engineer in charge.
4394.62
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-
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. (0.20 ft= 6.1 cm (min wt 65kg)).
1
-
-
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Extra for rolling to specifications.
16028.62
-
-
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Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets (including excavation, refilling, consolidation and dressing) . with 'H' more than 0.50 m but upto 0.90 m. (Providing and Fixing APM Outlet on Petrolling side).
1
-
-
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Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
1636.45
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-
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Cement Concrete 1:4:8 with Stone Ballast 40 mm gauge mixing by mechanical means. (Providing and Fixing APM Outlet on Non Petrolling side).
6.36
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-
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
244.39
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-
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Dismantling Brick work tile, masonry or tile lining in Cement.
11.49
-
-
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. (Providing and Fixing APM Outlet on Non Petrolling side).
2
-
-
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Any Others Item
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Extra bitumen painting at 0.69 kg per sqm on top of sleepers and side of lining for construction joints ,contraction joints and expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.
888.41
-
-
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Painting new letters and figures of black synthetic enamel paint to an even shade. (Supply and fixing Distance Marker).
2520
-
-
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Laying Reinforced cement concrete (M-20) mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in super structure. (Providing and Fixing APM Outlet on Non Petrolling side).
0.52
-
-
... More
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. (Providing and Fixing APM Outlet on Petrolling side).
1
-
-
... More
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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
225.03
-
-
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Laying Plain Cement Concrete 1:3:6 (M-10) nominal mix in foundation with crshed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.43
-
-
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Laying Reinforced cement concrete (M-20) mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in super structure. (Providing and Fixing APM Outlet on Petrolling side).
0.57
-
-
... More
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. (Providing and Fixing APM Outlet on Petrolling side).
1.62
-
-
... More
Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads, total lead = 4.37 km including first 3.2 km pucca and last 1.17 km kacha. Disposal/Carriage from 0 to 450m.
15639.85
-
-
... More
Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leadstotal, lead = 4.37 km including first 3.2 km pucca and last 1.17 km kacha. Disposal/Carriage from 1Km to 2Km.
15639.85
-
-
... More
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in foundation and plinth. (Supply and fixing Distance Marker).
0.14
-
-
... More
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (Supply and fixing Distance Marker).
0.5
-
-
... More
Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. (0.32 ft= 9.9 cm (min wt 72 kg)).
2
-
-
... More
Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e; Concrete R.C slab and cement masonary. with 'H' more than 0.50 m but upto 0.90 m. (Providing and Fixing APM Outlet on Petrolling side).
1
-
-
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