Water Resources Department Tender
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Costs
EMD
₹ 9,00,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129311_6Tender 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
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.
533.42
-
-
LINING: Filling expansion joints with special impervious hot pour 12.5mm wide
80.6
-
-
LINING: Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing: 0 to 1.5 m depth
7519.25
-
-
LINING: Dressing side slopes and preparation of sub grade for lining.
38501.44
-
-
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
40322.01
-
-
LINING: 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)
2216.94
-
-
LINING: 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
435.7
-
-
LINING: 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
135.2
-
-
HOISTING, ROOFING AND WATER PROOFING: Extra bitumen painting at 0.69 Kg. per sqm
2480.34
-
-
CENTRING AND SHUTTERING: Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.
2094.38
-
-
Excavation in soil using hydraulic trolley including cutting and loading ion trolley and transporting to to embankment locations within all lifts and leads (disposal upto total Lead = 3.84 Km with 1st 1.20 Km pucca )
19529.42
-
-
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
18518.83
-
-
Filling Contraction Joint with hot impervious hot pour as per drawing and technical specifications,complete in all respect
12420.54
-
-
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
-
-
Reconstruction of V.R. Bridge at RD 12820 Bahadurpur minor of 6-R disty: DISMANTLING: Dismantling brick work tile, masonry or tile lining In cement
3.03
-
-
DISMANTLING: Dismantling concrete Reinforced cement concrete
2.54
-
-
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.
137.07
-
-
Preparing, watering and ramming surface for laying concrete. Head work. Horizontal.
146.96
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15.
13.4
-
-
BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Furnishing and Placing
Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25. Using Batching Plant, Transit Mixer and Concrete Pump. For Solid slab super-structure-including centering and shuttering, Height up to 5m.
3.95
-
-
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.
50.26
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump.
14.64
-
-
BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Furnishing and Placing
Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC/PSC Grade M40. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure-including centering and shuttering, Height up to 5m.
6.96
-
-
Compaction. Extra for laying earth/ fly ash as per specification in 20 cm layers and dressing but excluding cost of rolling.
47.86
-
-
Re-handling of Earthwork with lead 30 meters
109.66
-
-
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.
48.02
-
-
BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
0.24
-
-
BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
6.14
-
-
Filling expansion joints with special impervious hot pour Bituminous 525 mm deep and 20 mm wide.
10.6
-
-
Drainage Sprouts complete as per drawing no. SD/205 and technical specification with 0.6 m long GI 100 mm dia drainage GI light grade pipe (For Bridges)
2
-
-
Reconstruction of V.R. Bridge at RD 33950 Bahadurpur minor of 6-R disty: DISMANTLING: Dismantling brick work tile, masonry or tile lining In cement
3.03
-
-
DISMANTLING: Dismantling concrete Reinforced cement concrete
2.54
-
-
DISMANTLING: Dismantling concrete Reinforced cement concrete
2.54
-
-
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.
137.07
-
-
Preparing, watering and ramming surface for laying concrete. Head work. Horizontal.
146.96
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15.
13.4
-
-
BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Furnishing and Placing
Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25. Using Batching Plant, Transit Mixer and Concrete Pump. For Solid slab super-structure-including centering and shuttering, Height up to 5m.
3.95
-
-
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.
50.26
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump.
14.64
-
-
BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Furnishing and Placing
Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC/PSC Grade M40. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure-including centering and shuttering, Height up to 5m.
6.96
-
-
Compaction. Extra for laying earth/ fly ash as per specification in 20 cm layers and dressing but excluding cost of rolling.
47.86
-
-
Re-handling of Earthwork with lead 30 meters
109.66
-
-
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.
48.02
-
-
BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
0.24
-
-
BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
6.14
-
-
Filling expansion joints with special impervious hot pour Bituminous 525 mm deep and 20 mm wide.
10.6
-
-
Drainage Sprouts complete as per drawing no. SD/205 and technical specification with 0.6 m long GI 100 mm dia drainage GI light grade pipe (For Bridges)
2
-
-
Estimate for Construction of Fall at RD 5500: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
7.06
-
-
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
9.17
-
-
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 entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
0.42
-
-
Dismantling brick work tile, masonry or tile lining in cement.
1.51
-
-
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 approved material.
76.62
-
-
Re-handling of Earthwork with lead 30 meters
61.3
-
-
Cement concrete (M-10) with stone ballast mixing by mech. Means using concrete mixer volumetric type.
6.14
-
-
Preparing, watering and ramming surface for laying concrete.
28.1
-
-
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.
28.1
-
-
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, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.
41.22
-
-
Extra for laying earth/ fly ash as per specification for compaction in 20 cm layers, dressing, watering & rolling to specifictions. Complete as all respects.
29.26
-
-
Supplying & laying dry brick ballast.
0.32
-
-
Cold twisted deformed bars fe 500 grade for RCC work where not included in the complete rate of RCC i/c bending binding and placing in position
19.63
-
-
Estimate for Construction of Fall at RD 10086: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
7.06
-
-
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
9.17
-
-
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 entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
0.42
-
-
Dismantling brick work tile, masonry or tile lining in cement.
1.51
-
-
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 approved material.
76.62
-
-
Re-handling of Earthwork with lead 30 meters
61.3
-
-
Cement concrete (M-10) with stone ballast mixing by mech. Means using concrete mixer volumetric type.
6.14
-
-
Preparing, watering and ramming surface for laying concrete.
28.1
-
-
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.
28.1
-
-
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, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.
41.22
-
-
Extra for laying earth/ fly ash as per specification for compaction in 20 cm layers, dressing, watering & rolling to specifictions. Complete as all respects.
29.26
-
-
Supplying & laying dry brick ballast.
0.32
-
-
Cold twisted deformed bars fe 500 grade for RCC work where not included in the complete rate of RCC i/c bending binding and placing in position
19.63
-
-
Estimate for Construction of Fall at RD 28088: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
7.06
-
-
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
9.17
-
-
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 entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
0.42
-
-
Dismantling brick work tile, masonry or tile lining in cement.
1.51
-
-
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 approved material.
76.62
-
-
Re-handling of Earthwork with lead 30 meters
61.3
-
-
Cement concrete (M-10) with stone ballast mixing by mech. Means using concrete mixer volumetric type.
6.14
-
-
Preparing, watering and ramming surface for laying concrete.
28.1
-
-
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.
28.1
-
-
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, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.
41.22
-
-
Extra for laying earth/ fly ash as per specification for compaction in 20 cm layers, dressing, watering & rolling to specifictions. Complete as all respects.
29.26
-
-
Supplying & laying dry brick ballast.
0.32
-
-
Cold twisted deformed bars fe 500 grade for RCC work where not included in the complete rate of RCC i/c bending binding and placing in position
19.63
-
-
Construction of Head-cum-cross Regulator: Dismantling brick work tile, masonry or tile lining in cement.
2.1
-
-
Dismantling Reinforced Cement Concrete
1.68
-
-
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 approved material.
471.46
-
-
Cement concrete (M-10) with stone ballast mixing by mech. Means using concrete mixer volumetric type.
48.68
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
0.75
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20
14
-
-
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, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.
154.21
-
-
Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-30 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.
9.69
-
-
RCC/PSC Grade M-40 Using Batching Plant, Transit Mixer and Concrete PumpFor T-beam & slab-including centering and shuttering height upto 5m
5.81
-
-
Supplying & laying dry brick ballast.
15.57
-
-
Extra for laying earth/ fly ash as per specification for compaction in 20 cm layers, dressing, watering & rolling to specifictions. Complete as all respects.
238.32
-
-
Re-handling of Earthwork with lead 30 meters
377.17
-
-
Cold twisted deformed bars fe 500 grade for RCC work where not included in the complete rate of RCC i/c bending binding and placing in position
118.24
-
-
Filling expansion joints with special impervious hot pour 12.5mm wide.
12.98
-
-
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.
40.11
-
-
Applying priming coat with metal primer on new steel or iron work including preparation of surface.
54.92
-
-
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.
54.92
-
-
Supply of multipurpose synthetic Hetiv Grease.
15
-
-
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position
a) R S Joists
250.01
-
-
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position
b) Flats
1530.32
-
-
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position
c) Tees angles & channels
929.03
-
-
Supply of Skin plate
160.45
-
-
Providing and fixing of Galvanized nuts & bolts of all sizes and length required
90.43
-
-
Providing and fixing of stainless steel nuts & bolts of all sizes and length required
6.22
-
-
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.
2.13
-
-
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)
3.72
-
-
Commissioning and testing of Gates at site complete in all repects and to entire satisfaction of engineer-in-charge
2.56
-
-
MS Spindle with double start or triple start threading 11' height 1/3/4/"dia complete (i) upto 1.5 ton capacity
3
-
-
Supply and fixing of spindle cover
150
-
-
Hiring charges of machinery crane 35 ton
60
-
-
Fillet welding with high strength steel rods complete in all repects and to entire satisfaction of engineer-in-charge (ii) 8 mm wide
13097
-
-
Drilling/ boring hole including complete in all respects and to entire satisfaction of Engineer-in-charge (ii)10-20 mm Ø
2208
-
-
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.
3
-
-
Supply of multi grade mobile oil
15
-
-
Removing, providing and fixing SS Flat, complete in all respect
82.26
-
-
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
25
-
-
CI housing cover with worm and worm wheel assembly, shaft, handle GM bust with triple start threading inside for spindle complete including labor charges
3
-
-
Proving and Fixing Distance: Cement concrete 1:3:6 with stone ballast or shingle: mixing by mechanical means using concrete mixer volumetric type
0.77
-
-
Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
0.16
-
-
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
0.54
-
-
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
-
-
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
-
-
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
-
-
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
10.64
-
-
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
-
-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
37.4
-
-
Centring and shuttering for slab of culverts for vent height up to 3.00 mtr
6.56
-
-
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
26.96
-
-
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
-
-
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
-
-
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
2
-
-
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
2
-
-
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
2
-
-
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
3.72
-
-
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.
0.5
-
-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
14.9
-
-
Centring and shuttering for slab of culverts for vent height up to 3.00 mtr
1
-
-
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
9.82
-
-
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
0.44
-
-
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)
2
-
-
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