Water Resources Department Tender
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Costs
EMD
₹ 30,000Document Cost
₹ 2,000Tender 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_127934_1Tender No
11Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect.
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Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. 200mm internal diameter.
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Supplying & Fixing of PVC bend 6" Dia(150mm).
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T- Joint of PVC 8" Dia.(200mm dia)
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Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
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Supply & Installation of mechanical flowmeter(150mm Dia) complete in all respects
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Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (a)Earth work upto 1.5 m. Depth. (i) All classes of soil except rocky.
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Cement concrete 1:4:8 (a) with stone ballast 20mm gauge (ii ) mixing by mechanical means using concrete mixer volumetric type.
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
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12.5 mm thick cement plaster 1:4.
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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- (a)Top Layer: Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source.Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).
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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- (b) Second Layer: Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry)
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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- ( c) Third Layer: Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).
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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- (d) Fourth Layer: Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry).
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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- (e) Bottom Layer: Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry).
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Cement concrete 1:2:4 (a) With stone ballast or shingle. (ii) mixing by mechanical means using concrete mixer volumetric type.
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Foot Rest for Manhole: Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
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Reinforced cement concrete M-20 mechanically batch mixed using concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.
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Any Other Item
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