Water Resources Department Tender
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Costs
EMD
₹ 30,000Document Cost
₹ 1,000Tender Fee
₹ 1,770
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_125945_1Bid Award Id
ViewTender No
BDD/BDC/2024-25/7Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
8.43
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Dismantling metalling or dry brick ballast
0.89
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Dismantling concrete Cement concrete plain1:2:4 mix (lining)
18.99
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Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling (a) For ordinary gravel soil involving pick work
831.34
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Cement concrete 1:3:6 M-10 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
21.29
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M30 Using Batching Plant,Transit Mixer and Concrete Pump
47.35
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Using Batching Plant,Transit Mixer and Concrete Pump
21.99
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Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M 30-For solid slab.
8.85
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Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M 40-For solid slab.
15.13
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Plain/ReinforcedCementConcrete in Open Foundation complete as per Drawing and Technical Specifications. M-25
69.48
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications M-25
39.92
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Providing and fixing drainage spout complete as per drawing and Technical specification.
4
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Reinforced cement concrete approach slab using M-30 grade concrete , including reinforcement and formwork complete as per drawing and Technical specification
21.59
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ProvidingandlayingofFiltermedia with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. ofMoRTHspecifications to a thickness of not less than 600 mm withsmaller size towards the soil and bigger size towards the wall and providedover the entire surfacebehindabutment,wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
98.38
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Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge exceeding 1.5 cum/s but upto 4.5 cum/s
0.12
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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
135.92
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Extra for laying earthwork as per specifications for compaction in 20 cm. Layers and dressing including cost of rolling and watering
135.92
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Dressing side slopes and preparation of sub grade for lining.
213.68
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Putting 1:3 (Cement:water) cement slurry with cement @2.25kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes
213.68
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Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M15 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)
18.12
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Providing and applying 2 coats of water basedcementpaint tounplasteredconcrete surface after cleaning the surface of dirt, dust,oil,grease,efflorescenceandapplying paint @ of 1 litre for 2 sqm.
9.35
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Cautionarysignboard900x900x900mmtriangular as per IRC 67- 2012 with high intensity Microprismatic graderetro reflectiveSheeting as perASTMD4956 09andasper IRC672012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminumskin thickness of 0.4 to0.5mmonboth sided and fixingthesamewithsuitablesizealuminumalloy rivets@200mmc/c toback support frameof 25x25x3mmangle ironsupported on a square hollow steel section post 60x60x3.2mm conforming to IS4923without cost of definition platefirmlyfixedtogroundinfoundationconcrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall providea warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .
2
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Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications
4.65
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Providingandlayingofasphalticplugjointto provide for horizontal movement of 25mm and vertical movement of 2 mm, depth of joint varying from75 mm to100 mm, width varying from5 00 mm to 750 mm (intraffic direction), coveredwitha closureplateof 200mmx6mmofweldablestructural steel conforming to IS: 2062, asphaltic plug to consistofpolymermodifiedbitumenbinder, carefullyselectedsinglesizeaggregateof 12.5mmnominal sizeandaheat resistant foam caulking/backer rod, all as per approved drawings and specifications
9.52
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Cold twisted detormed (Ribbed/ Tor steel)Bars (Fe500gradeasper IS1786-2008) , forR.C.C works,wherenot includinginthecompleterateof RCC including bending and binding placing in position complete
209.08
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