Water Resources Department Tender
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Costs
EMD
₹ 3,90,000Document 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
2025_WR_132833_1Tender No
02Tender 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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Cement Concrete 1:2:4 with stone ballast or shingle mixing by manual means.
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Reinforced Cement Concrete 1:2:4 hand mixed but including steel reinforcement.
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First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth.
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10mm thick cement plaster 1:4.
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10mm thick cement plaster 1:4 on floors.
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Wrought Iron and mild steel ladders, framed grills, grating etc. with ends of bars riveted or molded forged framed window guards, barred iron doors staircase ironrailing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position.
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Providing, lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 150 mm inside diameter.
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Providing, lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. compelte in all respect. RCC Pipe NP-2 of 700 mm inside diameter.
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Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area 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, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. (a) Earthwork upto 1.5m depth (i) for all classes of soil except rocky.
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Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area 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, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. ((b) Exceeding 1.5 m depth but not exceeding 2.25 depth.(i) for all classes of soil except rocky.
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Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area 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, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. ((b) Exceeding 2.25 m depth but not exceeding 3.0 m depth.(i) for all classes of soil except rocky.
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Foot Rest for Manhole : Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910on 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 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers 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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Providing & Fixing of Alfa Alfa Valve of 700 mm dia fitted on riser pipe to act as Nakka (D regulators)
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Providing & Fixing of Assembly/Appurtments consisting of a Alfa Valve and operating arrangement in Main Pipeline complete in all respect
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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. In ordinary soil by Mechanical Means (a) Depth upto 3m.
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