Water Resources Department Tender
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Costs
EMD
₹ 8,38,574Document Cost
₹ 2,000Tender 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_130676_2Tender No
37/24-ATender 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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Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
19.51
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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.Complete in all respect as per drawings, designs,specifications and instructions of Engineer- in-charge.
7576.07
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Cement concrete 1:4:8 With stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type
0.11
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First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4
metres above plinth level.( For Steps at pacca stucture)
2
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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.
2378.33
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Dressing bed and preparation of sub grade for lining.Complete in all respect as per drawings,designs,specifications and instructionsof Engineer- in-charge.
10987.08
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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.
21044.61
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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.
42039.82
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Bending and fixing iron rungs on lined slope
170
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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. (a) For 0 to 1.5 m depth.
9062.02
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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads
3976.58
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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 )
2502.51
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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 )
592.58
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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.
4.5
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Plain/Rcc in open foundation complete as per drawing and technical specifications PCC grade M15 (using Cement )( For Sleeper)
526.24
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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
13.18
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M25)
126.62
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Furnishing and Placing Reinforced/RCC Grade M30 for solid Slab Using Batching
Plant, Transit Mixer and concrete Pump Prestressed cement concrete in super
structure as per drawing and Technical Specification For Solid slab
super-structure- including centering and shuttering (i) Height up to 5m
36.83
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Furnishing and Placing Reinforced/RCC Grade M40 for solid Slab Using Batching Plant, Transit Mixer and concrete Pump For Solid slab super-structure- including
centering and shuttering Prestressed cement concrete in super structure as per
drawing and Technical Specification (i) Height up to 5m
20.32
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Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications.
16.54
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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)
4
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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.
58.22
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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 caulking/ backer rod, all as per approved drawings and specifications.
24.9
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Running and maintenance of pumping set 8 H.P./ Generator set for dewatering
arrangements complete in all respects
300
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Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
-
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(i) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
57021.73
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(ii) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
57021.73
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(iii) Extra for rolling to specifications.
57021.73
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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.
3.2
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Ordinary jungle clearance of both banks of running distributaries, minors and
drains with discharge upto 9cum/s including boundary road. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.(For Discharge upto 1.5 cum/s.)
9.76
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Providing, Laying and fixing of Tail cluster Bifurcation including dismantling of old tail clusters. Complete in all respect as per drawings, designs, specifications and instructions of Engineerin- charge.
1
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Providing, Laying and fixing APM/OF outlet Non-petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
4
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Providing, Laying and fixing APM/OF outlet petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
7
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Filling Construction/Contraction with sealing compound including supply and carriage of material complete in all respects.
12737.51
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Dressing of dowels along water carrying channel in addition to payment for
dressed earth work.
9756.1
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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
82.55
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