Water Resources Department Tender
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Costs
EMD
₹ 3,95,342Document Cost
₹ 1,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_126927_1Bid Award Id
ViewTender No
20/110ATender 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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Disposal/carraige from 0 upto 450m.
17444.03
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Disposal/ carraige additional beyond 450m upto 1Km
17444.03
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Disposal/carraige for 4 Km from 1 upto 5Km.
17444.03
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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
14852.32
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction
14852.32
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Extra for rolling to specifications.
14852.32
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Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions
of Engineer- in-charge.
2934.48
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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.
4787.97
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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
3391.5
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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.
2595.32
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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.
123.74
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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 Engineerin- charge.
9550.56
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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.
11565.96
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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.
465.79
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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 CS)
727.33
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Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric
type ( For Sleeper).
32.95
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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.
50.12
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Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet Non petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
15
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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.
6
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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 )
357.11
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Back filling behind abutment, wing wall andreturn wall complete as perdrawing and TechnicalSpecification. Sandy material.
450.91
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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.
91.38
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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
90.42
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M25)
260.29
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Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications.
31.72
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Dressing Side slopes and prepration of Subgrade for Lining
697.73
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification.
33.42
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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
22.55
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M30)
71.26
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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 concrete , as per dimensions in theconcrete , as
per dimensions in the grade PWD stanadard drawing No27 PWD stanadard drawing No 27.Section 1,Including form work but excluding steel reinforcementand at locations directed by the but excluding
steel reinforcementand at locations directed by the Engineer, all as specified-with Engineer, all as specified-with concrete mixtureconcrete
mixture
30.57
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Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to
IS: 2062, asphaltic plug to consist of polymer modified
bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam
11
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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.
22.56
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Tar Papper Polythene films/ sheet of 100,125, 150,200,250 micron( blow slab at abutment bed plates).
0.1
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Providing and filling joint sealing compund
11
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Any other item (CSR+SP)
1
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