Water Resources Department Tender
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Costs
EMD
₹ 6,10,123Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_127390_1Bid Award Id
ViewTender No
3213/28ATender 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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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
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LINING: Filling expansion joints with special impervious hot pour 12.5mm wide
80.6
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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
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LINING: Dressing side slopes and preparation of sub grade for lining.
38501.44
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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
40322.01
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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
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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
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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
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HOISTING, ROOFING AND WATER PROOFING: Extra bitumen painting at 0.69 Kg. per sqm
2480.34
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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
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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
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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
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Filling Contraction Joint with hot impervious hot pour as per drawing and technical specifications,complete in all respect
12420.54
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MATERIALS: Providing and laying 200 mm wide LDPE film 150 micron over sleepers
332.1
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Dag Belling Single Kassi Stroke complete in all respect.
10.57
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Reconstruction of V.R. Bridge at RD 15150 of Hashmatwah minor of 6-R disty: DISMANTLING: Dismantling brick work tile, masonry or tile lining In cement
0.48
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: 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 Mechanical Means Depth upto 3 m
207.09
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
16.84
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 Using Batching Plant Transit Mixer and Concrete Pump
57.53
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: 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
30.36
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
7.66
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BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification: RCC/PSC Grade M-40 (E.2) Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure- including centering and shuttering Height up to 5m
7.61
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BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
2
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Filling expansion joint with special bituminous material for joint size approx. wide 20 mm and deep 375 mm
13.2
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Reconstruction of V.R. Bridge at RD 17500 of Hashmatwah minor of 6-R disty: DISMANTLING: Dismantling brick work tile, masonry or tile lining In cement
3.03
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DISMANTLING: Dismantling concrete Reinforced cement concrete
2.54
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: 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 Mechanical Means Depth upto 3 m
204.06
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
16.84
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 Using Batching Plant Transit Mixer and Concrete Pump
59.04
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: 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
34.81
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
7.96
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BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification: RCC/PSC Grade M-40 (E.2) Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure- including centering and shuttering Height up to 5m
7.61
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BRIDGES - SUPER STRUCTURE & PROTECTION WORK: Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
2
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-
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Filling expansion joint with special bituminous material for joint size approx. wide 20 mm and deep 375 mm
13.2
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Reconstruction of Head Regulator of Hashmatwah Mnor of 6-R disty: DISMANTLING: Dismantling brickwork tile, masonry or tile lining In cement
29.29
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DISMANTLING: Dismantling concrete: Cement concrete plain 1:4:8 or 1:5:10
8.51
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DISMANTLING: Dismantling concrete: Reinforced cement concrete
1.84
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BRIDGES- FOUNDATIONS & SUB- STRUCTURE: 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 back filling with excavated surplus soil. In Ordinary soil: Mechanical Means: Depth upto 3 m
652
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Plaincement 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.
24.68
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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
97.07
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications: RCC Grade M30: Height upto 5m: Using Batching Plant, Transit Mixer and Concrete Pump
16.86
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications.
8.65
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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.
22.89
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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.
20
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CENTRING AND SHUTTERING: Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
1.72
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HOISTING, ROOFING AND WATER PROOFING: Extra bitumen painting at 0.69 Kg. per sqm
4.78
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STEEL AND IRON WORK: Steel work fixed independently without connecting plates including cutting hoisting and fixing inposition: Tees angles & channels
1.22
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STEEL AND IRON WORK: Steel work fixed independently without connecting plates including cutting hoisting and fixing inposition: R S Joists
17.14
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STEEL AND IRON WORK: Steel work fixed independently without connecting plates including cutting hoisting and fixing inposition: FLATS
262.5
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STEEL AND IRON WORK: Steel work fixed independently without connecting plates including cutting hoisting and fixing inposition: Tees angles & channels (as per mechanical drawing)
147.06
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LINING: Dressing side slopes and preparation of sub grade for lining.
57.99
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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
69.47
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Filling expansion joints with special impervious hot pour 12.5mm wide
2.54
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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 sleeper)
0.27
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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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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)
3.49
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BRIDGES - SUPER STRUCTURE & PROTECTION WORK (22.1) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC/PSC Grade M-40 (E.2) Using Batching Plant, Transit Mixer and Concrete Pump. For Solid slab super-structure- including centering and shuttering: Height up to 5m
5.62
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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.
19.29
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Filling expansion joint with special bituminous material for joint size approx 20 mm wide and 375 mm deep
9.5
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Providing and laying 200 mm wide LDPE film 150 micron over sleepers
0.83
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Filling contraction joint with special impervious hot pour in all respect as per drawing and technical specifications
7.61
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WHITE WASHING, DISTEMPERING, PAINTING & POLISHING: 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.
16.82
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WHITE WASHING, DISTEMPERING, PAINTING & POLISHING: Applying priming coat with metal primer on new steel or iron work including preparation of surface.
16.82
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Supply of Multipurpose synthetic Hetvic Grease
5
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Supply of skin plate
61.07
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Providing and fixing of galvanized nuts and bolts of all sizes and length required
27.56
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Providing and fixing of stainless steel nuts and bolts of all sizes and length required
1.17
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Providing and fixing in position of Flat/wedge seal including preparation of surface complete in all respect and to entire satisfaction of Engineer in charge 75 mm dia * 12 mm thickness
1.07
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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 or 44 dia ,100*14
1.56
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Commisioning and testing of gates at site complete in all respects and to entire satisfaction of Engineer in charge
0.97
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CI housing cover with worm and worm wheel assembly,shaft,handle G.M. bust with triple start threading inside for spindle complete including labor charges
1
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MS spindle with double start or triple start threading 11‘ height 1/3/4‘‘ dia complete (i) upto 1.5 ton capacity
1
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Supply and fixing of spindle Cover
50
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Hiring charges of machinery crane 35 tonn
20
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Fillet welding with high strength steel rods,complete in all respects and to the entire satisfaction of Engineer in charge (i) 6 mm wide
4056
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Drillin/boring hole including complete in all respects and to entire satisfaction of engineer in charge 10-20 mm dia
744
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LED based SPV street lighting system :- 12 watt,75 SPV module, 12.8 V-30Ah lithium ferro phosphate battery (2000 cycles), 6Mtr. Hot dipped GI pole ,76.1 mm OD,3.6 mm thick & Zinc coated
1
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Supply of multigrade mobile oil
5
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Removing,providing and fixing SS flat complete in all respect
41.3
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Remodeling/refixing APM Outlet on Non-Patrolling Side: CENTRING AND SHUTTERING: Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
96.8
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CONCRETE: Cement concrete 1:4:8 with brick balast 40mm gauge:mixing by manual means
27.9
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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 foundation and plinth.
6.4
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OUTLETS: 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
10
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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
10
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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
10
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STEEL AND IRON WORK: 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
5.1
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BRICK WORK: First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
73.9
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Remodeling/refixing APM Outlet on Non-Patrolling Side: CENTRING AND SHUTTERING: Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
62.24
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
4
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CONCRETE: Cement concrete 1:4:8 with brick balast 40mm gauge:mixing by manual means
15.92
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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 foundation and plinth.
2
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OUTLETS: 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
8
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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
8
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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
8
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STEEL AND IRON WORK: 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
1.76
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BRICK WORK: First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
44.96
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Distance marks: CONCRETE: Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means
1.68
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Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means
0.34
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WHITE WASHING, DISTEMPERING, PAINTING & POLISHING: Painting distance marks with synthetic enamel paint: Two coat work:Distributaries
35
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STEEL AND IRON WORK: 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
1.19
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