Water Resources Department Tender
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Costs
EMD
₹ 2,38,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129311_3Tender No
3755/28ATender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
Compaction ((iii)) Extra for rolling to specifications.
2484.74
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Dressing of earth work: New work or remodeling work.
19047.75
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing: 0 to 1.5 m depth
1597.47
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-
Dressing side slopes and preparation of sub grade for lining.
12910.93
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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes
16265.84
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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)
772.92
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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)
176.81
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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)
47.13
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-
Filling expansion joints with special impervious hot pour 12.5mm wide
41.9
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-
Filling Contraction joints with special impervious hot pour 12.5mm wide.
4794.27
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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 (Lead =6.27km with 1st 1.30 km & last 0.23km pucca)
2216.74
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-
Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :- ((a)) Discharge upto 1.5 cum/s
4.27
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-
Extra bitumen painting at 0.69 Kg. per sqm
458.36
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-
Providing & Laying 250mm wide LDPE Film 150 micron over sleepers
158.49
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-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
853.48
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-
Proving and Fixing Distance: Cement concrete 1:3:6 with stone ballast or shingle: mixing by mechanical means using concrete mixer volumetric type
1.68
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-
Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
0.67
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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
0.47
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-
Sub Estimate for re-construction of Head Regulator of Khanna Minor: 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
1523
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-
Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes
60.03
-
-
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)
2.98
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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) for sleepers
0.23
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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) for coping
0.63
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-
Filling expansion joints with special impervious hot pour 12.5mm wide.
2.2
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-
Dressing side slopes and preparation of sub grade for lining.
49.54
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-
Dismantling concrete ((b)) Cement concrete plain 1:4:8 or 1:5:10
9.33
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-
Dismantling of Brick Work, Tile, masonary or lining in cement.
16.77
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-
Dismantling of Reinforced cement concrete
14.43
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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
1194
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-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (A) PCC Grade M15 ((i)) Height upto 5m
19.4
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-
Cement concrete 1:4:8 ((a)) with stone ballast 20mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type
18.4
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-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (B) RCC Grade M25 (B.1) Using Concrete Mixer ((a)) For Solid slab super-structure- including centering and shuttering ((i)) Height up to 5m
124.11
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-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30-For solid slab. (C.1) Using Concrete Mixer ((a)) For Solid slab super-structure-including centering and shuttering ((i)) Laying Reinforced cement concrete in sub structure (using cincrete mixer) as per drawing & technical specifications) Height up to 5m
20.97
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-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (E) RCC/PSC Grade M-40 (E.1) Using Concrete Mixer ((a)) For Solid slab super-structure- including centering and shuttering ((i)) Height up to 5m
8.44
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-
Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
32.57
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-
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
13.77
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-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
1.52
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-
Filling Contraction Joint with sealing compound including supply & carriage of all material complete in all respects.
6.59
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-
Extra bitumen painting at 0.69 Kg. per sqm
4.07
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-
Polythene films/ sheet of 100,125, 150, 200,250 micron
0.65
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-
LED Based Solar Light.
6
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-
Supply and installation of Single Faced Sluice Gate of Rectangular Shape having size of 675 mm x 525 mm . As per I.S.: 3042 (1965) Inclusive GST
1
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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
112.37
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-
Providing and fixing outlets patrolling side: Earth work for outlet: 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 0.5 m but upto 0.9 m
4
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-
Dismantling outlets including removal of dismantled material involving lead upto 100 metres. Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With H more than 0.5 m but upto 0.9 m
4
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-
Extra labour for dressing bricks On O.F. and A.P.M. type outlets With H more than 0.5 m. but upto 0.9 m
4
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-
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
10.68
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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 vibrator but excluding steel reinforcement centring and shuttering in superstructure.
2.56
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-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
37.52
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-
Centring and shuttering for slab of culverts for vent height up to 3.00 mtr
6.56
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-
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
6.8
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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
2.04
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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 ((ii)) 0.25 ft= 7.6 cm (min wt 68 kg)
4
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-
Providing and fixing outlets non patrolling side: Earth work for outlet: 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 0.5 m but upto 0.9 m
6
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-
Dismantling outlets including removal of dismantled material involving lead upto 100 metres. Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With H more than 0.5 m but upto 0.9 m
6
-
-
Extra labour for dressing bricks On O.F. and A.P.M. type outlets With H more than 0.5 m. but upto 0.9 m
6
-
-
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
11.22
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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 vibrator but excluding steel reinforcement centring and shuttering in superstructure.
1.5
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-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
44.88
-
-
Centring and shuttering for slab of culverts for vent height up to 3.00 mtr
3.02
-
-
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
4.97
-
-
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
1.32
-
-
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 ((ii)) 0.25 ft= 6.1 cm (min wt 68 kg)
6
-
-
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