Water Resources Department Tender
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Costs
EMD
₹ 12,21,116Document Cost
₹ 1,000Tender 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
2024_WR_131250_1Tender No
52/110ATender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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Disposal/ carraige additional beyond 450m upto 1Km.
93713.16
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Disposal/carriage for additional beyond 1 Km to 3Km.
93713.16
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Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
65956.77
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
65956.77
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Extra for rolling to specifications.
65956.77
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Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
17695.39
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Dressing of earth work for New work or remodeling work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
9601.07
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Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
For 0 to 1.5 m depth.
5284.91
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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.
320.2
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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. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
21492.11
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Filling expansion joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
2949.12
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Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
870.61
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Cement concrete lining 75 mm. 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). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.( For lining and coping +sleeper )
1468.75
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Filling Contraction/construction joint with impervious hot pour as per design & technical speciation
20285.44
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Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
160.19
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Supply of wooden pegs for levelling work from canal or road plantation 40mm to 50mm dia and 15cm to 23cm long. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
1.98
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Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet Non patrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.(as per attached sub estimate)
7
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Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
20
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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. (Depth 3 m )
7472.78
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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.
343.01
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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
856.64
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M25)
1441.09
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Supplying, fitting and placing HYSD bar reinforcumcement in sub-structure completeas per drawing and technical specifications.
171.08
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Dressing Side slopes and prepration of Subgrade for lining
1528.98
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Cement concrete 1:4:8 with stone ballast 20 mm gauge mixing by mechanical means using concrete mixer volumetric type
2.55
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Cement concrete 1:4:8 with Brick ballast 40 mm gauge mixing by mechanical means using concrete mixer volumetric type
7.27
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
47.23
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super_x0002_structure as per drawing and Technical Specification. Using Batching plant transit mixer and concrete pump.for RCC grade M-30 using batching plant , transit mixer and concrete pump for solid slab super structure i/c centering and shuttering. (height upto 5 mtr)
339.11
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M30)
132.94
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Furnishing and placing reinforced/prestressed cement concrete in superstructure as per drawing and technical specifications, RCC/PSC Grade M-40, using batching plant, transit mixer, and concrete pump for solid slab superstructure, including centering and shuttering.
76.63
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Filling expansion joint with special bituminous material for joint size approx 20mm wide and 375 mm deep
85.04
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Providing and applying 2 coats of waterbased cement paint to unplastered concretesurface after cleaning the surface of dirt,dust, oil, grease, efflorescence and applyingpaint @ of 1 litre for 2 sqm.
489.43
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Tar Papper Polythene films/ sheet of 100,125, 150, 200,250 micron( blow slab at abutment bed plates).
8.75
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Drainage Spouts complete as perdrawing no. SD/205 andTechnical specification with 0.6meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
32
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Providing weep holes in Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
64
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Supply of Boulder including carriage loading unloading and stacking and recarriage if any from govt. approved quarryy to the site of work.
169.08
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Weaving wire netting of MSA wire crates including cost of wire 4 mm 8 SWG , binding sides and partition for making crates of 15cm x 15cm mesh.
713.08
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Filling Boulder stone into MSA wire crates hand packed
169.08
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Stone or Kankar block pitching On slopes of guide bandh and protection works
173.76
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Filling stone or spall on side slope behind pitching
38.28
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Laying Cement Concrete in open foundation grade M-15 (PCC)
191.76
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20
68.83
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