Water Resources Department Tender
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Costs
EMD
₹ 9,32,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_130121_1Tender No
3921/28ATender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
EARTHWORK: 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 Disposal/carraige for every additional Km upto 10Km (lead 8.60kms)
18499.14
-
-
EARTH WORK: Dressing of earth work New work or remodeling work.
38618.66
-
-
EARTH WORK: 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.
663.32
-
-
LINING: Excavating conglomerate for drains andbed sleepers under the lining.
238.1
-
-
LINING: Filling expansion joints with special impervious hot pour 12.5mm wide
191.9
-
-
LINING: Filling Contraction/Construction Joint with sealing compound complete in all respect
8966.82
-
-
LINING: Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing: 0 to 1.5 m depth
1780.83
-
-
LINING: Dressing side slopes and preparation of sub grade for lining.
42997.13
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-
LINING: 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
53197.37
-
-
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)
245.4
-
-
Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type
16.74
-
-
Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
0.62
-
-
Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
0.13
-
-
Polythene films/ sheet of 100,125, 150, 200,250 micron
282.16
-
-
Dismantling brick work tile, masonry or tile lining in cement.
397.77
-
-
HOISTING, ROOFING AND WATER PROOFING: Extra bitumen painting at 0.69 Kg. per sqm
4050.23
-
-
Shuttering for faces of concrete foundations and foundation beam and plinth beam ( vertical or battering)
2404.3
-
-
Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 m including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.
13607.82
-
-
MATERIALS: Providing and laying 200 mm wide LDPE film 150 micron over sleepers
332.1
-
-
Dag Belling Single Kassi Stroke complete in all respect.
10.57
-
-
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
29271.18
-
-
Estimate for reconstruction of Falls: 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
6.83
-
-
Dismantling brick work tile, masonry or tile lining in cement.
0.6
-
-
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 (B) Mechanical Means (a) Depth upto 3 m
112.75
-
-
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
21.21
-
-
Compaction: Extra for rolling to specifications
74.49
-
-
Supplying & laying dry brick ballast
0.44
-
-
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 (B) Mechanical Means (a) Depth upto 3 m
68.68
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications: RCC Grade M25 Height upto 5m ((ii)) With Batching Plant, Transit Mixer and Concrete Pump
13.65
-
-
Compaction ((iii)) Extra for rolling to specifications.
43.6
-
-
Supplying & laying dry brick ballast.
0.22
-
-
Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
5.56
-
-
Preparing watering and ramming surface for laying concrete (a) Head work (i) Horizontal
28.1
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
1.17
-
-
CONSRUCTION OF TAIL CLUSTER: 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.(CSR item no 6.6)
8.86
-
-
Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type
3.86
-
-
First class burnt brick work laid in cement sand mortar 1:4 in foundation )and plinth (CSR item No. 11.9)
8.54
-
-
10 mm thick cement plaster 1:3
33
-
-
Proving and Fixing Distance: Cement concrete 1:3:6 with stone ballast or shingle: mixing by mechanical means using concrete mixer volumetric type
1.92
-
-
Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
0.39
-
-
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
1.36
-
-
Painting distance marks with synthetic enamel paint ((b)) Two coat work ((ii)) Distributaries
40
-
-
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
11
-
-
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
11
-
-
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
11
-
-
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
30.14
-
-
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.
7.04
-
-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
104.94
-
-
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
18.04
-
-
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
78.1
-
-
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
5.61
-
-
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)
11
-
-
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
12
-
-
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
12
-
-
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
12
-
-
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
23.16
-
-
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.
3
-
-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
91.68
-
-
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
6
-
-
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
63.72
-
-
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
2.64
-
-
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)
12
-
-
Construction of Head Regulator: Dismantling brick work tile, masonry or tile lining in cement.
13.8
-
-
Dismantling concrete ((b)) Cement concrete plain 1:4:8 or 1:5:10
33.95
-
-
Dismantling concrete: Reinforced cement concrete
2.23
-
-
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 (B) Mechanical Means (a) Depth upto 3 m
648.89
-
-
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankmentlocationswithall lifts and leads ((a)) Disposal/ carraigefrom0 upto 450m
509.76
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (E) RCC Grade M20 ((a)) Height upto 5m ((ii)) With Batching Plant Transit Mixer and Concrete Pump
19.91
-
-
Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-25 grade, Using Batching Plant, Transit Mixer and Concrete Pump
190.14
-
-
Supplying & laying dry brick ballast.
1.14
-
-
Compaction ((iii)) Extra for rolling to specifications.
386.91
-
-
Re-handling of Earthwork with lead 30 meters
519.11
-
-
Applying priming coat with metal primer on new steel or iron work including preparation of surface.
70.13
-
-
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.
70.13
-
-
Supply of multipurpose synthetic Hetiv Grease.
10
-
-
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position a) R S Joists
295.24
-
-
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position b) Flats
2270.45
-
-
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position c) Tees angles & channels
847.05
-
-
Supply of Skin plate
246.24
-
-
Providing and fixing of Galvanized nuts & bolts of all sizes and length required
69.21
-
-
Providing and fixing of stainless steel nuts & bolts of all sizes and length required
5.88
-
-
Providing & fixing in position of flat/ wedge seal including preparation of surface complete I all respects and to entire satisfaction of Engineer in charge. (ii)75 mm Ø x 12 mm Th.
1.63
-
-
Providing of hollow bulb seal and fixing in position including preparation of surface complete in all respect and to entire satisfaction of Engineer in charge 100/44 (44 dia, 100*4)
2.86
-
-
Commissioning and testing of Gates at site complete in all repects and to entire satisfaction of engineer-in-charge
3.92
-
-
MS Spindle with double start or triple start threading 11' height 1/3/4/"dia complete (i) upto 1.5 ton capacity
2
-
-
Supply and fixing of spindle cover
100
-
-
Hiring charges of machinery crane 35 ton
40
-
-
Fillet welding with high strength steel rods complete in all repects and to entire satisfaction of engineer-in-charge (ii) 8 mm wide
31206
-
-
Drilling/ boring hole including complete in all respects and to entire satisfaction of Engineer-in-charge (ii)10-20 mm Ø
13156
-
-
LED based SPV Street lighting system: 12 Watt 75 SPV module 12.8V-30Ah, lithium ferro phosphate battery (2000 cycles), 6 meter hot dipped GI pole, 76.1 mm OD, 3.6 mm thick & Zinc coated.
2
-
-
Supply of multi grade mobile oil
10
-
-
Removing, providing and fixing SS Flat, complete in all respect
62.1
-
-
Providing and laying, jointing, fixing, testing ISI marked G.I. Pipe (as per IS 1239) B-Class, including cost of specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. 50 NB
29
-
-
CI housing cover with worm and worm wheel assembly, shaft, handle GM bust with triple start threading inside for spindle complete including labor charges
2
-
-
Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
38.77
-
-
Cement concrete 1:4:8 (a) with brick balast 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type
13.17
-
-
Preparing watering and ramming surface for laying concrete (a) Head work (i) Horizontal
243
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
13.37
-
-
Head Regulator : 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) (as per Quotations)
1
-
-
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 ((ii)) Height 5m to 10m
0.2
-
-
Providing and filling joint sealing compoundas per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mm depth
13.37
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
0.04
-
-
Filling stones or spalls into crates and hand packing
2.4
-
-
Weaving wire netting for wire crates includingbindingsides andpartitions tomake crate of15cmx15cmor25cmx 7.5 cm mesh.
14.31
-
-
Providing, fitting and fixing mildsteel railing complete as per drawing and Technical Specification
4.88
-
-
Repairing of Gates by cutting and strenghening charges i/c allignment of gates complete in all respects and to entire satisafaction of engineer incharge
2896.61
-
-
Supply of GI Pipe hollow/pipe of any size
77.2
-
-
Providing Chequered plate 8mm
235.4
-
-
Removing, Providing & fixing S.S. Flats, Complete in all respects.
673.54
-
-
Supply of spindal for hoist Mechanism i/c threadingand machining complete in all respects to entire satisfaction of engineer incharge.
39.25
-
-
Cihousing cover with worm& worm assembly, shaft, handle, Gunmetal bush with triple start threading inside for spindle complete including labour charges.
1
-
-
Provingand fixing7watt LED 40watt solar panel 12V-40Ah T-yel battery with 7m pole fixed with 1:2:4 concrete foundation of size 1.2x0.6x0.75 complete in all respects and to entire satisfaction of engineer-in-charge
1
-
-
Filling cement bags with sand, sewing and laying in position within 30 meters in water including cost of E.C bags and strings.
1600
-
-
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