Water Resources Department Tender
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Costs
EMD
₹ 4,86,511Document Cost
₹ 2,000Tender Fee
₹ 5,900
Summary
Estimate For Rehabilitation, Renovation And Modernization Of Shahpurkandi
Description
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Contact
Tender Id
2024_WR_115779_1Bid Award Id
ViewTender No
15/110aTender 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
14104.23
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Disposal/carraige for 2 Km from 1 upto 3Km.
14104.23
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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
25500.93
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction
25500.93
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Extra for rolling to specifications.
25500.93
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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.
5308.82
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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.
10460.28
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for 0 to 1.5 m depth.
4735.98
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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.
59.76
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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.
15904.75
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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.
13329.76
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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.
809.59
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Cement concrete lining 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 sported to the site in transit mixers with an average lead of 1 Km(FOR EZOIDAL SECTION AND CUP SECTION OF ALL RADII).Complete in all respect as per drawings,designs,specifications and instructions of gineer- in-charge.(using OPC cement) ( For lining and coping CS)
1131.28
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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).
60.66
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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.
197.54
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Providing, laying and fixing of Distance Marks including transportation. Complete in all respect as per drawings, designs, specifications and
instructions of Engineer-in-charge.
13.4
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Providing, laying and fixing of Boundary Pillar including transportation. Complete in all respect as per drawings, designs, specifications and
instructions of Engineer-in-charge.
27
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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.
7
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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.
8
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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 )
2514.56
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Back filling behind abutment, wing wall andreturn wall complete as perdrawing and TechnicalSpecification. Sandy material.
1851.17
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 with computerised batchmixing.
49.92
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Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications.
44.04
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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
80.04
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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-40 using batching plant , transit mixer and concrete pump for solid slab super structure i/c centering and shuttering. (height upto 5 mtr
33.44
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. With Batching plant transit mixer and concrete Pump PCC Grade M 25
244.29
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Technical Specifications (RCC Grade M25)
313.83
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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)
6
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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.
202.12
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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.
24
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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 to750 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 caulking/backer rod, all as per approved drawings and specifications.
28.56
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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.
150.41
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Cement Concrete 1:4:8
3.13
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Bricks First Class(Clay/Fly Ash)(at kiln site)d) Brick Bats from well burnt or burnt bricks
8.06
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Breaking ballast from brick bats(including stacking)
ii) 25mm
8.06
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any other itme
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