Water Resources Department Tender
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Costs
EMD
₹ 1,70,000Document Cost
₹ 5,000Tender 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
2025_WR_132531_1Tender No
177/28ATender 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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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
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Supplying & laying dry brick ballast.
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Compaction ((iii)) Extra for rolling to specifications.
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Applying priming coat with metal primer on new steel or iron work including preparation of surface.
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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.
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Supply of multipurpose synthetic Hetiv Grease.
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Steel work fixed independently without connecting plates including cutting hoisting and fixing in position
a) R S Joists
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Steel work fixed independently without connecting plates including cutting hoisting and fixing in position
b) Flats
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Steel work fixed independently without connecting plates including cutting hoisting and fixing in position
c) Tees angles & channels
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Supply of Skin plate
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Providing and fixing of Galvanized nuts & bolts of all sizes and length required
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Providing and fixing of stainless steel nuts & bolts of all sizes and length required
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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.
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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 (44 dia, 100*4)
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Commissioning and testing of Gates at site complete in all repects and to entire satisfaction of engineer-in-charge
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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
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Supply and fixing of spindle cover
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Hiring charges of machinery crane 35 ton
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Fillet welding with high strength steel rods complete in all repects and to entire satisfaction of engineer-in-charge (ii) 8 mm wide
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Drilling/ boring hole including complete in all respects and to entire satisfaction of Engineer-in-charge (ii)10-20 mm Ø
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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.
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Supply of multi grade mobile oil
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Removing, providing and fixing SS Flat, complete in all respect
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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
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CI housing cover with worm and worm wheel assembly, shaft, handle GM bust with triple start threading inside for spindle complete including labor charges
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Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
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Cement concrete 1:4:8 (a) with brick balast 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type
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Preparing watering and ramming surface for laying concrete (a) Head work (i) Horizontal
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
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Dismantling brick work tile, masonry or tile lining in cement.
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Dismantling Reinforced Cement Concrete
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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.
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Compaction: Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
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Re-handling of Earthwork with lead 30 meters
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Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specifications.
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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)
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Filling Contraction/Construction Joint with sealing compound complete in all respect
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Filling expansion joints with special impervious hot pour 12.5 mm wide.
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Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (For Sleeper)
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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
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Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification.
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Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
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Dressing of earthwork.
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m
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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.
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Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m
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Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm
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250 wide LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (A) PCC Grade M15
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (E) RCC Grade M25 With Batching Plant, Transit Mixer and Concrete
Pump
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (G) RCC Grade M30 ((ii)) Using Batching Plant, Transit Mixer and Concrete
Pump
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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 (B) Mechanical Means (a) Depth upto 3 m
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Filling expansion joints with special impervious bitumeneous material 355mm deep and 20mm wide.
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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)
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Dismantling brick work tile, masonry or tile lining ((b)) In cement
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Dismantling concrete ((e)) Reinforced cement concrete
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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.
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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.2) Using Batching Plant, Transit Mixer and Concrete Pump ((a)) For Solid slab super-structure- including centering and shuttering ((i)) Height up to 5m
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Compaction ((i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
1
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Compaction ((ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications
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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 (B) Mechanical Means (a) Depth upto 3 m
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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
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Filling expansion joints with special impervious hot pour 12.5mm wide.
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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.2) Using Batching Plant, Transit Mixer and Concrete Pump ((b)) For T-beam & slab-including centering and shuttering ((i)) Height up to 5m
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Supplying & laying dry brick ballast
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Providing and Filling Joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications.
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Providing & fixing 25 mm thick and 250 mm wide compressible Fiber board in expansion joint complete as per drawing and technical clause 2605 of MORT&H specifications
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (G) RCC Grade M30 ((ii)) Using Batching Plant, Transit Mixer and Concrete Pump
1
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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 (B) Mechanical Means (a) Depth upto 3m
1
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (F) RCC Grade M25 ((a)) Height upto 5m ((ii)) With Batching Plant, Transit Mixer and Concrete Pump
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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
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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.
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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
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